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13182362 IE 362 . _ . ... 1. oP ; r^ A t r i x zt� 4, ssY L a , f .- f C ; Slur S TsS Sat 3'.P,t a �Osi�2 ROSEWOOD AVE I TENNIS CT y� RETENTION VAULT ! x LA QUINTA, CALIFORNIA f CONlSPAN® Project #13182 ` DESIGN NOTES CONlSPAN® Bridge Sys ems - Dayton, OH Supplied by Br:dgeTek - CA isr 2005 June 29. s o MAT -5s a �9_ "�r r �wxyY A4y+',, ?. °�'t�', �,xet a, -� Zr 0 Or June 28, 2005 2140 Professional Drive ..�. . •,s_,t Suite 115 Roseville, CA 95661 C 0 N S PAN O 916- 787 -8701 800 526 -3999 BRIDGE SYSTEMS Fax: 916-787-8723 RE: Review of CON /SPAN® Bridge Procedure www.con - span.com Enclosed are design. calculations for your review. The design loads for this bridge are HS20 -44 live load with 2' -0" min. to 4' -0" max. fill. The CON /SPAN ®.bridge used in this design is a triple 24' -0" span with a 10' -0" rise. The first step in a design, assuming the span, rise, and cover given, is to determine the lateral distribution of the live load per AASHTO specifications. The assumed width of the structure is one inch for analysis purposes. The load is then applied as a concentrated load at various nodes along the span of the structure. The tool used for analysis of the soil- structure interaction is the CANDE program. A distinct mesh is developed for each span and changed accordingly for the various rises and heights of cover. All live loads and the weight of cover material are input as factored loads so that the design is an ultimate design check. The final computed safety factors are compared to the reciprocal of the � factors used in ultimate design. The CANDE program describes a structure surrounded by the soil elements. The .analysis is an iterative process modeling the various stages of construction.. The soil descriptions used are an inelastic model as developed by Duncan. The actual description of the soil model used in our .typical analysis is described in the enclosed recommendation by Dr. Michael Katona a nationally recognized expert in the field of soil structure interaction. These recommendations are based on our specific application and specifications. CON /SPAN® has already demonstrated many times over its usefulness and economy. We hope that you will have time to review our design calculations and, comment accordingly. If you should have any questions during your review, please call. Enclosures An international network providing precast solutions for bridges, culverts & underground structures LIB Inc • (9 qh o f E 0 A J � c i a P,�ct A Q� Oe�k20246 • Dayton ROSEWOOD AVE / TENNIS CT RETENTION VAULT LA QUINTA, CALIFORNIA CON /SPAN® PROJECT #13182 C- E- R- T- 1- F- 1- C- A- T -1 -0-N This is to certify .that the structure design for the CON /SPAN® System conforms to the "Standard Specifications for Highway Bridges," 17 Edition — 2002, adopted by the American Association of State Highway and Transportation .Officials. The design is based on. a Soil- Reinforced .� Concrete Structure Interaction .System in accordance with the applicable provisions of Section 16 of the "Standard Specifications for Highway Bridges ". P clip A. Creamer, P.E. 1 c c� No. 6 0 3 m Dated, _ ( z `i 4� i EXP. 3° .Db r SPAN = Triple 24' -0" OF CAI.O� ®� RISE = 10' -01, COVER = 2' -0" min. to 4' -0" max. LENGTH = 48' -0" LOADING = HS20 -44 • 4 I' L ::'rCOON SPAN BRIDGE SYSTEMS DESIGN PACKET PROJECT NUMBER: 12182 CULVERT CONRGURA 77ON DA FE: 6128105 BY.' KLD SPAN = TRIPLE 24' -0" RISE = 10' -0" COVER = 2' -0" min. to 14' -0" 14' -0" 4' -0" max. DESIGN LOADING O O O HS20 -44 0 v 0 0 0 0 0 o 24' -0" 24' -0" 24' -0" ROSEWOOD A VE / TENNIS CT RETENTION VA UL T TABLE OF CONTENTS Letter of Recommendation Design Calculations and Input Data Shop Drawing Graphic Display of Mesh Elements Nodal Points Structural Elements Graphic Display of Moment, Shear and Thrust Diagrams CANDE Program Analysis: Appendix A : Part a) Controlling Case for Maximum Positive Moment Part b) Controlling Case for Maximum Shear Part c) Controlling Case for Maximum Negative Moment 0� August 10, 1987 Mr. William Lockwood CON /SPAN° Bridge Systems 1563 East Dorothy Lane Dayton, Ohio 45429 Dear Bill: After thoroughly reviewing all structural design aspects of your CON /SPAN° Bridge Systems, I am confident that the design concept is well conceived and provides a safe and structurally robust installation. My judgment is based on a complete review of the CON /SPAN° specification documents, the CANDE design /analysis procedure, and the full scale experimental load test which demonstrated an ultimate strength several times larger than the design load. For the record my credentials include: Chairman of the Transportation Research Board Committee on Subsurface Soil - Structure Interaction, developer of the well known CANDE computer program for culvert design, and author of numerous .journal papers on culvert design and analysis. Sincerely: • Dr. Michael G. Katona IV.. COMMENTS ON DESIGN /ANALYSIS PROCEDURES WITH CANDE Soil Models — As a general rule of thumb, I recommend using the Duncan soil model for fill materials and elastic models for undisturbed soils. The latter category is very difficult to pin down because of the wide variety of insitu conditions that are in existence. A nominal Young's modulus of 2000 psi is a typical value, but this must be tempered with engineering judgment. Fill materials should be structural - quality select materials, preferably granular. The Duncan model SM100* represents a conservative approximation of a well compacted (100 % AASHTO T -99) granular material with good gradation. Based on the compaction requirements set forth in your specifications for backfill, I think you.could adopt the SM100 as your design standard to characterize the backfill •along the sides of your arch. Soil over the crown acts mainly as a load and is not i as structurally significant as the side soil. Generally, soil cover may be modeled as SM90. Revised by CON /SPAN° Bridge Systems 11/4/93 * Currently, the soil model ML95 is used to coincide with our backfill specification's. This results in a more conservative .approach than using the soil model SM100. • N o v RZ07-6LZ 898 VINM0317VO o^ z vaonpWd 17nd/1 N011N313H 10 S1NN31 /311 V GOOM3SOY acoy m g tt o$ 2 uo, a c alep 'ON v1 vO NO/S30 m Y 3 Y a a o o v � 3 ° a� a° axi °- :SUOISI�a�J :91171 laa4S v/N/Ojl7VO v1Mno v7 �O N II II II � o V C� O o p zzz O C/) d O v O O O� � a� Z3 � O _ _ of I ° W . o Q . --Q) o, N j _ o Q, oQ) CZ3'�a o N_rb o W a ,j' (b 0 0 Q O °O c O � U) Q Q o Q°O II'O N O o o, O O O N N c En co co Cz L�LjO�O - -i I I Q W `��` :z . o, O lb • �CQ U v O Z ° ° 4 Q 0 • LOADING: HS20 -44 CASE 2 7,_O„ Controlling Case for Maximum Negative Moment HS20 -44, 4' -0" Cover 7 v Controlling Case for i Maximum Shear HS20 -44, 4' -0" Cover 1'A1 n„ 1 A, n» BRIDGE ELEVA TION Note: the load cases shown above are the controlling cases for maximum moments and shears determined by varying the load locations across the spon and /or the cover. - J1WR —,MGW 01991 P.a B. 2a26B Daytm a* 4542"M (eaa) 5763999 )ff-9 Dayton, ON (937)254 -2233 fu (937) 254$365 ChaAol(e NC (704) 546 -84217 Sa Menlo, CA (916)787-8701 Albany, NY (518)371.2871 CON /SPAN® is a patented system and the fumishing of this drawing does not constitute an express or implied license. 0 c .o .H S .v p Yg� N � O � m U w ro � o U G Q z W a Cc s Des. By. Job No. KLD 13182 Drawn By. Sheet No KLD Chk d 2 PAC C (J 16 o � p Co ver, v v 41� (J)' ZE i O � of 411 � o Cb d II i �= o � o G� nl Cb II II (b 4 �1 ° cD Q Q iJ Q -� O o zl- Cb ^ j C') C) j O Fi C) N Q Cb Q �% H C II II II II Z II � III II v C) II ro gbi - ` J ^F O \ ` r\ � - O �• tiv�`� co Z.3 \� rn C) rl �b \ � cb Q n1 v' iv O O \ Cb (b o N c� LA OUINTA CALIFORNIA Sheet % /t/g; REVlS %OAS: �ay��o No. Date o c7 o O s DESIGN DATA '^ m m ROSEWOOD A VE / TENNIS CT RETENTION VA UL T a Z " T• y 3 a n m Q Producer., 2 3 Q� 2 w o ti BR/DGETEK CALIFORNIA c m m w g a m k m Q 4 858-279-2789 m ffi 6s O m= � � -1:1 e o ; ry N e i s 111, a of c a '3 a a m ® N N ` C ' Q ° ° aJ a m .� y 69Ld -W-999 b7NHO -417VO 3/31300/2/9 ,- OnpOJd f12 10 SINN31 /311 V OOOM3SOZl VINUO -417VO V1Nfn0 V7 0^ a } ^ 2 �, 6i . II it II II e E O v z ` VIVO N0/S30. - :a�� �aa l.1 4S m o � 0 m o v IQ 81e0 °N :suoisina�/ L II II II II o -6 Qb II L Z3 � II it II II e O v Z (J o Z 0 Q 0 L • V II II II II o -6 Pol II II Z3 � II it II II e II Z (J o Z 0 Q 0 O I I o • V II II II II o -6 Pol II II Z3 � II it II II e II co II (J o Z 0 I I C a O I I o . Z3 co ^\ ° Q (Z) � O x � o Cf) a v Q) v o ��� r- o �. ° v � SZ Co V p co O zi O U ° o ° ° O Co O O `� Ui O O O CQ .o Q) IZ3 o ° ohs (j LZ II o II c o o a o, O co -c° Q • • GON)eww• RBJea hBM. ©199(. P.O Baa 20266 oayfan oho 454204M CHECK FACTORED LOADS 16ao1u�999 a1/ICa9 DaX-. oil (937) 250 -2237 rax (937) 250-385 cha11a1fa Nc (700) 508 -020 Strength Reduction Factors (AASHTO Section 16.8.5.6) seany,NY.� ( "61787.7°' Albany, NY (518)371.2871 CON/SPANO is a patented system and the 0 _ .95 for Combined Flexure & Thrust furnishing o /this drawing does not constitute an 0 _ .90 for Shear express or implied license. MAXIMUM POSITIVE MOMENT STEEL o STRESS UNDER FACTORED LOADS -o fs( +) = 45.3 ksi fs( +) < OFy = 0.95(65) = 61.75 ksi 0. K. Q MAXIMUM MEGA TI VE MOMENT S FEEL m U STRESS UNDER FACTORED LOADS � fs( -) _ - 50.1. ksi o fs( —) < OFy = 0.95(65) = 43.3 ksi . o � 0. K. S j e, Q MAXIMUM SHEAR STRESS UNDER Q FACTORED LOADS o r W v= 74.9 psi z �� v < 0 ' = 0.90(2) f = 0.90(2V4000 = 113.8 psi °. Des. By, Job No, 0. K. KLD 13182 Drawn By. Sheet No. KLD - 5/6 Chk'd PAC C • 25' -8 " 10" 1 1/2" cl% NO 24' -0" Span NO Weight of Required Reinforcement = 211 /bs /ft Sheet no. Circumferential Area Req d (in 2 1ft) Longitudinal Area Req'd (in 2 1ft) Mesh Size Length (ft) Circumferential Area Supl'd (in 2 1ft) Longitudinal Area Supl d (in 2 1ft) 1 Al = 0.72 0.13 from lost CroSSW %re. 17' -0 " 3. Dimensions shown are for form /ax (937) 254-365 ChanolleNC (704) 548 -8420 2 A2 = 0.24 0.13 Albany, NY (516)371 -2671 12' -4 ' ' CON /SPAN® is a 65, 000 psi. 3 A3 = 0.84 0.13 maximum of three layers of 17' -0° reinforcing (WWF or bars) license. 4 A4 = 0.24 0.13 10' -6° 5 U!: 6 UO 7 Q o Design Loading: HS20 -44 Cover = 2' -0" min. 4' -0° max. NOTES.• ti W 1. Minimum 28 —Day Concrete ORIOM Compressive Strength shall be .io10DResearrA 01991 aoa.«Vm BA4 4000 psi. � �9" 1°0� 2. Overlap Length shall be measured o1f<g9 from lost CroSSW %re. oa;;n, aN (937) 254 -2233 3. Dimensions shown are for form /ax (937) 254-365 ChanolleNC (704) 548 -8420 tem A'! saaamenla, CA (916)767 -8701 ys 4. Minimum yield strength for Albany, NY (516)371 -2671 welded wire fabric shall be CON /SPAN® is a 65, 000 psi. patented system and the 5 Reinforcing shall be limited to a furnishing of this drawing does not constitute an maximum of three layers of express or implied reinforcing (WWF or bars) license. per area (Al, A2, A3 or A4). � U 6. All edges of Precast to have a U!: 314° chamfer. UO 7 Spacing of longitudinal Q o reinforcement must be a v; O LLI W maximum of 8" a. c. For multiple o v g O � layers of mesh, only-the outer most layer (Ala or A3a) must be a maximum of 8 " o.c. 2 " clr. (typ•) KLD 13182 Drown By. Sheet No. KLD Chk d 6/6 PAC C Dole: . 6/28105 ti W W U 2�E 0zN ti Q p _ N a Q � U U!: UO Q � O LLI W v g O � KLD 13182 Drown By. 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E■! El a i Ia 9! a W a B W a E r m B Oi 01 B E tll E W p p • Q • >0 i 9 m � O p A q A q Dp 01 p p p A R p M q T. p p �a• R f . z 9 m x R .. . .. r . ... �w W a� N }• ZW c, 00 Um t' E� 1-1 Nt 1 O N U) U N� O T— d' N' J . U U r. Q z Q U) O U 06/26/2005 - 14:36 •. • Beam Definition CON /SPAN ARCH CULVERT (24'S.10'R, 4'C, HS20 -44) CON 8 . BRIOGE SYSTEMS STEMS C: \aande \13182H .PRT 06/28/2005 - 14 :26 Moments M K/ft) n.crement . #7 1 J •� •� •_ :R .'�� � � .. •. �� of :i �` y tT iT i� � � t„I 1(A71: -21,5 N x P° 4QYZ) : -Li7 21(1tsf1: - 25.114 4 °R' 8. 7_if16A) : -9 60pd1 - 18213' = 13709 IV N g 9310) : - 1: -21-W � ?�r��m : -1�.7 2-R� : -nm L�r� : -z goo) : -15J62 g��ro) : -11519 - 17.103ii : -92 29(tin� : -1x415 62 : -12990 : -9190. 4) : - 10.164 m): - 11.993 Lass) : - 0): -11345 : -02 3M: -5.347 3Rm4) : 4 mo): -7.016 RIM: . _ j : 483 -2311 2(9 : -2093 -pub : _ 09): -1169 -2144 -0655 MAXIMUM POSITIVE MOMENT CASE .CON /SPAN ARCH CULVERT 24'S 10'R 2'C HS20 -44 COEV SPAN° BRIDGE SYSTEMS 06 7 RT /28/ 2005 - 14:3l Moments M Increment #8 CON /SPAN ARCH CULVERT 24'S .10'R, 4'C HS20 -44 CON.SPAN° ' BRIDGE .SYSTEMS ` %Oy �� . � f . � �j y ` �/ � 1^ 1^ S 1f✓ ie Q-° ,�, ti / B g � � / o � \l� \'S� \rn 1�% la 9 !N� 16 k_- jf �: •-' ' ?l 96\ 1`p IN m \� 1� to Im � Im f-P m o i< � y9_1 sIm o 22173 . 40(ti 1 � -30.1 � � \ • " 11.362 U Ai 71 15J.92 � �u 1�"V6m �• 1 : " 3•�'0D � 0 p .3 5 3 a a , _ °°O ° g4�3f 1�a - 6 21 0.2.6154 -1% $48 i9024 - 15.8)8 o r - 14.163 v 72(1678) -1231 p1 - 26.208 " 1 S 795) : - 14.599 3 -21.061 -1614 71»: -9.9 62(1 : - 21446 52ma: - 14. 629 4794) -8 3(u) - 13140 _ m) : -5.380 707 - - 13.51 m -7.642 3(793) 30294) -7. o) -2259 69(1675) -7.740 9(m) : -3.635 .2(792) 350233) : - 2R ) : -0.695 fi80674) : _ I so) : -3.429 98(2091) : -1.182 MAXIMUM .NEGATIVE MOMENT CASE CON /SPAN ARCH CULVERT 24'S .10'R, 4'C HS20 -44 CON.SPAN° ' BRIDGE .SYSTEMS C:\cande \13182i6.PRT 06/28/2005.- 14:36 Fo -19.624 -19.805 -19.790 _4(794) -20.178 3(793) -20.618 2(792) -20.819 1(m) -20.896 • Thrust N (K/ft). Increment #8 - M Ss T 71 7 7 7. lz,-: b - q 1 ga I Fli �nl viv) -12 - 13.920 14.210 UPS) 39(123>) : -It 28(1166) :. Z2 _( ) -1262 l(a) .-11751 -14.419 -Any): -13.766 29(1212) : A073 71(162]) : -12.421 -13-460 95(2m +) -14.581 37(235): -13.919 LG(ivi): -18.142 LQ(io): -I2596 63(%52): -13.562 16(2m): -15.035 360234) : -14.318 31(1210) : -18.4'8*1 LgpGN: -13.010 Lqiw): -13.872 97(2M): -15.598 351�233): - 14.737 32(i2og) -18.836 6W674): -13.424 L�iw): -14.178 L8(2mi): -15.952 232): -15.154FT33m: L7(1673): - I 13.8M 66(img: -14.472 99m: -16.267 CON/SPAN.ARCH CULVERT (24'S .10'R, 4'C, H'S20-44) r:CON SPAN BRIDGE'SYSTEMS rc:\cand'e\l 3182i6.PRT Sh 06/28/2005 - 14:36 e a r V (K/ft) Increment ' #8 y To ELI Ea 0 � I 1� Q r2.608 � 22 1p]06 1 • �(-�6'.1 91 47.9t15i 8 • A� -4.839 9 4.?iJ � b 99 29 9350(�20� p1 ) ) : : - --5440..683520 3 2 _ I�p2b)7]7405 631 _eb7973.060 962m: -3958 31p ffl12d)184.921 836 9(20) -2.528 32(1 123481 ®.950 072 9820 : -1.422 . _ 34f+�ZpB 0.246 660 67p6fl6t 0.516 99 0 : -0.422 CON /SPAN ARCH CULVERT (24'S 101R) 4'C, HS20 -44) CON SPAN BRIDGE SYSTEMS APPENDIX A CON /SPAN Project x#13182 ROSEWOOD AVE / TENNIS CT RETENTION VAULT CANDE ANALYSIS RESULTS • 0 TABLE OF CONTENTS •PART A: CONTROLLING CASE FOR MAXIMUM POSITIVE MOMENT .......................... ..............................4 AlINPUT DATUM .......................................................................................................... ............................... 4 A1.1 BRIDGE PROPERTIES ................................................................................... ............................... 5 A1.2 Steel Areas and Beam Thickness .................................................................... ............................... 5 A1.3 ELEMENT DEFINITION ..............................................:..................................... ..............................7 A1.4 NODAL COORDINATES ................................................................................ ............................... 28 A1.5 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING..... ................. ............................... 39 A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX .............................................. ............................... 41 A1.7 MATERIAL CHARACTERIZATION FOR SOILS ........................................... ............................... 43 A2 LOAD INCREMENT 1: Dead Load of Structure ....................................................... .............................45 A2.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 45 A2.2 STRESSES IN BRIDGE WALL ........................................................................ .............................47 A3 LOAD INCREMENT 2: Backfill to 1/3- Leg .............................................................................................. 48 A3.1 STRUCTURAL RESPONSE OF BRIDGE ............................:...:...................... .............................48 A3.2 STRESSES IN BRIDGE WALL ........................................................................ .............................50 A4 LOAD INCREMENT 3: Backfill to 2/3- Leg ............................................................... ............................... 51 A4.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 51 A4.2 STRESSES IN BRIDGE WALL ........................................................................ .............................53 A5 LOAD INCREMENT 4: Backfill to Haunch ................................................:............ ............................... 54 A5.1 STRUCTURAL RESPONSE OF BRIDGE ....................................... :............................................ 54 A5.2 STRESSES IN BRIDGE WALL ........................................................................ .............................56 A6 LOAD INCREMENT 5: Backfill to 1' -0" Cover .......................................................... .............................57 • A6.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 57 A6.2 STRESSES IN BRIDGE WALL ........................................................................ .............................59 A7 LOAD INCREMENT 6: Backfill to 2' -0" Cover ........................................................ ............................... 60 A7.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 60 A7.2 STRESSES IN BRIDGE WALL ........................................................................ .............................62 A8 LOAD INCREMENT 7: Applied Live Load .............................................................. ............................... 63 A8.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 63 A8.2 STRESSES IN BRIDGE WALL ........................................................................ .............................65 PART B: CONTROLLING CASE FOR MAXIMUM SHEAR .............................................. .............................66 131 INPUT DATUM ....................................................................................................... ............................... 66 B1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING ..................... ............................... 67 B2 RESULTS FOR LOAD INCREMENT 1 TO 6 ......................................................... ............................... 69 B3 LOAD INCREMENT 7: Backfill to 4' -0" Cover ........................................................ ...................... .......... 70 B3.1 STRUCTURAL RESPONSE OF BRIDGE ...................................................... ............................... 70 B3.2 STRESSES IN BRIDGE WALL ........................................................................ .............................72 B4 LOAD INCREMENT 8: Applied Live Load ..............,:.............................................. ............................... 73 B4.1 STRUCTURAL RESPONSE OF BRIDGE .............................. ........................ ....... ......................:. 73 B4.2 STRESSES IN BRIDGE WALL ........................................................................ .............................75 PART C: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT ....................... .............................76 C1INPUT DATUM ......................................................................................................... .............................76 C1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING ..............:...... ............................... 77 C2 RESULTS FOR LOAD INCREMENT 1 TO 7 ......................................................... ............................... 79 • C3 LOAD INCREMENT 8: Applied Live Load ............................................................. ............................... 80 63.1 STRUCTURAL RESPONSE OF BRIDGE ....................................................... .............................80 Project: 13182 - APPENDIX A 2 of 82 6128105 C3.2 STRESSES IN BRIDGE WALL .......................................................................... .............................82 • • • Project: 13182 - APPENDIX A 3 of 82 6128105 1/ 1' u Part A: INPUT DATUM -BRIDGE PROPERTIES PART A: CONTROLLING CASE FOR MAXIMUM POSITIVE MOMENT The following is a formated version of the CANDE output file 13182il.prt Al INPUT DATUM CCCC AA N N SSSSS PPPPP AA N N 0000 11 CC AAA NN N SS PP P AAA NN N 00 00 11 CC AA A NNN N SSSSS PPPPP AA A NNN N DDDD 00 00 11 CC AAAAA NN N N S PP. AAAAA NN N N 00 00 11 CCCC AA- A NN NN SSSSS PP AA A NN NN 0000 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIZIIIIIIIIIIIIIIIIIIIIIIIIIIIII ZIIIIIIIIZIIIIIIIIIZIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIZIIIIIIIIIII ITI .(C)ULVERT (AN)ALYSIS FOR CON /(SPAN) BRIDGE SYSTEMS II I FINAL RELEASE MAY 2001 modified by LOCKWOOD, JONES & BEALS DATED 01/01/92 concrete rib and disconnected structure capability added by KATONA and MUSSER DATED 09/15/95 rigid link capability added by Katona Dated May 2001 Project: 13182 - APPENDIX A 4 of 82 6128105 • • • Part A: INPUT DATUM - BRIDGE PROPERTIES CON /SPAN ARCH BRIDGE (24'S 10'R, 2'C, HS20 -44) EXECUTION MODE .....ANAL SOLUTION LEVEL .....F.E.USER CULVERT TYPE ...... CONCRETE A1.1 BRIDGE PROPERTIES PIPE PROPERTIES ARE AS FOLLOWS ... NOMINAL PIPE DIAMETER ............. CONCRETE COMPRESSIVE STRENGTH ..... CONCRETE ELASTIC MODULUS :......... CONCRETE POISSON RATIO ............ DENSITY OF PIPE .............. STEEL YIELD STRENGTH .............. STEEL ELASTIC MODULUS ............. STEEL POISSON RATIO ............... NONLINEAR CODE (1,2,OR 3) ......... CONC. CRACKING STRAIN (1,2,3) ..... CONC. YIELDING STRAIN (2,3) ....... CONC. CRUSHING STRAIN (2,3) ....... STEEL YIELDING STRAIN (3) .....:.. SPACING LONGITUDINAL REINFORCEMENT A1.2 STEEL AREAS AND BEAM THICKNESS - 1.0000 4000.0 psi 3604997.0 psi .1700 150.0 PCF 65000.0 psi 29000000.0 psi .3000 3 .000040 .000539 .002000 .002040 2.0 in ASI and ASO = Inside and Outside face steel area at beam node N (in ^2 /ft) TBI and TBO = Inside and Outside face steel cover at beam node N (in) PTV = Beam Thickness at beam node N (in) Project: 13182 - APPENDIX A 5of82 ASI ASO TBI TBO PTV 1 0.24 0.84 1.7 2.2 10.0 2 0.24 0.84 '1.7 2.2 10.0 3 0.24 0.84 1.7 2.2 10.0 4 0.24 0.84 1.7 2.2 10.0 5 0.24 0.84 1.7 2.2 10.0 6 0.24 0.84 1.7 2.2 11.01 7 0.24 0.84 1.7 2.2 14.16 8 0.24 0.84 1.7 2..2 20.59 9 0.24 0.84 1.7 2.2 12.27 10 0.24 0.84 1.7 2.2 10.4 11 0.24 0.84 1.7 2.2 10'.0 12 0.72 0.84 1.7 2.2 10.0 13 0.72' 0.84 1.7 2.2 10.0 14 0.72 0.24 1.7 2.2 10.0 15 0.72 0.24 1.7 2.2 10.0- 16 0.72 0.24 .1.7 2.2 10:0 17 0.72 0.24 1.7 2.2 10.0 18 0.72 0.24 1.7 2.2 10.0 19 0.72 0.24 1.7 2.2 10.0 20 0.72 0:24 1.7 2.2 10.0 21 0.72 0.84 1.7 2.2 10.0 22 0.72 0.84 1.7 2.2 10.0 23 0.24 0.84 1.7 2.2 10.0 24 0.24 0.84 1.7 2.2 10.4 25 0.24 0.84 1.7 2.2 12.27 26 '0.24 0.24 0.84 1.7 2.2 20.59 27 0.24 0.84 1.7 2.2 .14.16 11.01 28 0.24 0.84 1.7 2.2 11.01 29 0.24 0.84 1.7 2.2 10.0 30 0.24 0.84 1.7 2.2 10.0 31 0.24 0.84 1.7 2.2 10.0 32 0.24 0.84 1.7 2.2 1070 33 0.24 0.84 1.7 2.2 10.0 34 0.24 0.84 1.7 2.2 10.0 Project: 13182 - APPENDIX A 5of82 6128/05 ASI ASO TBI TBO PTV 35 0.24 0.84 1.7 2.2 10.0 36 0.24 0.84 1.7 2.2 10.0 37 0.24 0.84 1.7 2.2 10.0 38 0.24 0.84 1.7 2.2 10.0 39 0.24 0.84 1.7 2.2 11.01 40 0.24 0.84 1.7 2.2 14.16 41 0.24 0.84 1.7 2.2 20.59 42 0.24 0.84 1.7 2.2 12.27 43 0.24 0.84 1.7 2.2 10.4 44 0.24 0.84 1.7 2.2 10.0 45 0.72 0.84 1.7 2.2 10.0 46 0.72 0.84 1.7 2.2 10.0 47 0.72 0.24 1.7 2.2 10.0 48 0.72 0.24 1.7 2.2 10.0 49 0.72 0.24 1.7 2.2 10.0 50 0.72 0.24 1.7 2.2 10.0 51 0.72 0.29 1.7 2.2 10.0 52 0.72 0.24 1.7 2.2 10.0 53 0.72 0.24 1.7 2.2 10.0 54 0.72 0.84 1.7 2.2 10.0 55 0.72 0.84 1.7 2.2 10.0 56 0.24 0.84 1.7 2.2 10.0 57 0.24 0.84 1.7 2.2 10.4 58 0.24 0.84 1.7 2.2 12.27 59 0.24. 0.84 1.7 2.2 20.59 60 0.24 0.84 1.7 2.2 14.16 61 0.24 0.84. 1.7 2.2 11.01 62 0.24 0.84 1.7 2.2 10.0 63 0.24 0.84 1.7 2.2 10.0 64 0.24 0.84 1.7 2.2 10.0 65 0.24 0.84 1.7 2.2 10.0 66 0.24 0.84 1.7 2.2 10.0 67 0.24 0.84 1.7 2.2 10.0 68 0.24 0.89 1.7 2.2 10.0 6128/05 • • Part A: INPUT DATUM - Steel Areas and Beam Thickness Project: 13182 - APPENDIX A 6 6f 82 . 6128105 ASI ASO TBI TBO PTV 69 0.24 0.84 1.7 2.2 10.0 70 0.24 0.84 1.7 2.2 10.0 71 r 0.24 0.84 1.7 2.2 10.0 72 0.24 0.84 1.7 2.2 11.01 73 0.24 0.84 1.7 2.2 14.16 74 0.24 0.84 1.7 2.2 20.59 75 0.24 0.84 1.7 2.2 12.27 76 0.24 0.84 1.7 2.2 10.4 77 0.24 0.84 1.7 2.2 10.0 78 0.72 0.84 1.7 2.2 10.0 79 0.72 0.84 1.7 2.2 10.0 80 0.72 0.24 1.7 2.2 10.0 81 0.72 0.24 1.7 2.2 10..0 82 0.72 0.24. 1.7 2.2 10.0 83 0.72 0.24 1.7 2.2 10.0 84 0.72 0.24 1.7 2.2 10.0 85 0.72 0.24 1.7 2.2 10.0 86 0.72 0.24 1.7 2.2 10.0 87 0.72 0.84. 1.7 2.2 10.0 88 0.72 0.84 1.7 2.2 10.0 89 0.24 0.84 1.7 2.2 10.0 .90 0.24 0.84 1.7 2.2 10.4 91 0.24 0.84 1.1 2.2 12.27 92 0.24 0.84 1.7 2.2 20.59 93 0.24 0.84 1.7 2.2. 14.16 94. 0.24 0.84 1.7 2.2 11.01 95 0.24 0.84 1.7. 2.2 10.0 96 0.24 0.84 1.7 2.2 10.0 97, 0.24 0.84 1.7 2.2 10.0 98 0.24 0.84 1.7 2.2 10.0 99 0.24 0.84 1.7 2.2 10.0 Project: 13182 - APPENDIX A 6 6f 82 . 6128105 Part A: INPUT DATUM - ELEMENT DEFINITION • * * BEGIN PREP.OF FINITE ELEMENT INPUT THE DATA TO HE RUN IS ENTITLED CON /SPAN ARCH CULVERT NUMBER OF CONSTRUCTION INCREMENTS - - - - -- 8 PRINT CONTROL FOR PREP OUTPUT---- - - - - -- 4 INPUT DATA CHECK=---------------- - - - - -- 0 PLOT TAPE GENERATION------------- - - - - -- 1 ENTIRE FINITE ELEMENT RESULTS OUTPUT - -- 1 THE NUMBER OF NODES IS----------- - - - - -- 2865 THE NUMBER OF ELEMENTS IS-------- - - - - -- 2775 THE NUMBER OF BOUNDARY CONDITIONS IS - -- 161 M, S, T AT ELEM. END CONTROL IS-- - - - - -- 0 1/ 1I u • A1.3 ELEMENT DEFINITION I,J,K,L = Nodal connectivity for element E M = Material number Incr = Construction increment where the element appears T = Element type (Beam, Quadratic or Triangle) BW = Band width of the element r.t I J K I L M Incr T I BW 1 792 791 0 0 1 1 BEAM 6 2 793 792 0 0 2 1 BEAM 6 3 794 793 0 0 3 1 BEAM 6 4 795 794 0 0 4 1 BEAM 6 5 796 795 0 0 5 1 BEAM 6 6' 797 796 0 0 6 1 BEAM 6 7 804 797 0 0 7 1 BEAM 24 8 825 804 0 0 8 1 BEAM 66 9 832' 825 0 0 9 1 BEAM 24 10 858 832 0 0 10 1 BEAM 81 11 884 858 0 0 11 1 BEAM 81 12 910 884 0 0 12 1 BEAM 81 13 935 910 0 0 13 1 BEAM 78 14 940 935 0 0 14 1 BEAM 18 15 965 940 0 0 15 1 BEAM 78 16 990 965 0 0 16 1 BEAM 78 17 1015 990 0 0 17 1 BEAM 78 18 1040 1015 0 0 18 1 BEAM 78 19 1045 1040 0 0 19 1 BEAM 18 20 1070 1045 0 0 20 1 BEAM 78 21 1095 1070 0 0 21 1 BEAM 78 22 1121 1095 0 0 22 1 BEAM 81 23' 1147 1121 0 0 23 1 BEAM 81 24 1153 1147 0 0 24 1 BEAM 21 25 1180 1153 0 0 25 1 BEAM 84 26 1187 1180 0 0 26 1 BEAM 24 27 1188 1187 0 0 27 1 BEAM 6 28 1212 1188 0 0 28 1 BEAM 75 29 1211 1212 0 0 29 1 BEAM 6 30 1210 1211 0 0 30 1 BEAM 6 31 1209 1210 0 0 31 1 BEAM 6 32 1208 1209 0 0 32 1 BEAM 6 33 1233 1232 0 0 33 1 BEAM 6 34 1234 1233 0 0 34 1 BEAM 6 35 1235 1234 0 0 35 1 BEAM 6 36 1236 1235 0 0 36 1 BEAM. 6 37 1237 1236 0 0 37 1 BEAM 6 38 1238 1237 0 0 38 1 BEAM 6 39 1245 1238 0 0 39 1 BEAM 24 40 1266 1245 0 0 40 1 BEAM 66 41 1273 1266 0 0 41 1 BEAM 24 42 1299 1273 0 0 42 1 BEAM 81 43 1325 1299 0 0 43 1 BEAM 81 44 1351 1325 0 0 44 l BEAM 81 45 1376 1351 0 0 45 1 BEAM 78 46 1381 1376 0 0 46 1 BEAM 18 47 1406 11381 2093 0 0 47 1 BEAM 78 r.t Project: 13182 - APPENDIX A 7 of 82 6/28/05 I J K L M Incr T I BW 48 1431 1406 0 0 48 1 BEAM 49 1456 1431 0 0 49 1 BEAM 178 78 50 1481 1456. 0 0 50 1 BEAM 178 51 1486 1481 0 0 51 ' 1 BEAM €18 52 1511 1486 0 0 52 1 BEAM 78 53 1536 1511 0 0 53 1 BEAM €E 78 54 1562 1536 0 0 54 1 BEAM 81 55 1588 1562 0 0 55 1 BEAM 81 56 1594 1588 0 0 56 1 BEAM 21 57 1621 1594 0 0 57 1 BEAM 84 58 1628 1621 0 0 58 1 BEAM 24 59 1629 1628 0 0 59 1 BEAM 6 60 1653 1629 0 0 60 1 BEAM 75 61 1652 1653 0 0 61 1' BEAM 6 62 1651 1652 0 0 62 1 BEAM 6 63 1650 1651 0 0 63 1 BEAM 6 64 1649 1650 0 0 64 1 BEAM 6 65 1674 1673 0 0 65 1 BEAM 6 66 1675 1674 0 0 66 1 BEAM 6 67 1676 1675 0 0 67 1 BEAM 6 68 1677 1676 0 0 68 1 BEAM 6 69 1678 1677 0 0 69 1 BEAM 6 70 1679 1678 0 0 70 1 BEAM 6 71 1686 1679 0 0 71 1 BEAM 24 72 1707 1686 0 0 72 1 BEAM 66 73 1714 1707 0 0 73 1 BEAM 24 74 1740 1714 0 0 74 1 BEAM 81 75 1766 1740 0 0 75 1 BEAM 81 76 1792 1766 0 0 76 1 BEAM 81 77 1817 1792 0 0 77 1 BEAM 78 78 1822 1817 0 0 78 1 BEAM 18 79 1847 1822 0 0 79 1 BEAM 78 80 1872 1847 0 0 80 1 BEAM 78 81 1897 1872 0 0 81 1 BEAM 78 82 1922 1897 0 0 82 1 BEAM 78 83 1927 1922 0 0 83 1 BEAM 18 84 1952 1927 0 0 84 1 BEAM 78 85 1977 1952 0 0 85 1 BEAM 78 86 2003 1977 0 0 86 1 BEAM 81 87 2029 2003 0 0 87 1 BEAM 81 88 2035 2029 0 0 88 1 BEAM 21 89 2062 -2035 0 0 89 1 BEAM 84 90 2069 2062 0 0 90 1 BEAM 24 91, 2070 2069 0 0 91 1 BEAM 6 92. 2094 2070 0 0 92 1 BEAM 75 93 2093 2094 0 0 93 1 BEAM 6 94 2092 2093 0 0 94 1 BEAM 6 Project: 13182 - APPENDIX A 7 of 82 6/28/05 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 8 of 82 6128105 I J K L M Incr T BW 95 2091 2092 0 0 95 1 BEAM 6 96 2090 2091 0 0 96 1 BEAM 6 97 1 32 33 2 6 1 QUAD 66 98 2 33 34 3 6 1 QUAD 66 99 3 34 35 4 6 1 QUAD 66, 100 4 35 36 5 6 1 QUAD 66 101 5 36 37 6 6 1 QUAD 66 102 6 37 38 7 6 1 QUAD 66 103 7 38 39 8 6 1 QUAD 66 104 8 39 40 9 6 1 QUAD 66 105 9 40 41 10 6 1 QUAD 66 106 10 41 42 11 5 1 QUAD 66 107 11 42 43 12 5 1 QUAD 66 108 12 43 44 13 5 1 QUAD 66 109 13 44 45 14 5 1 QUAD 66 110 14 45 46 15 5 1 QUAD 66 111 15 46 47 16 5 1 QUAD 66 112 16 47 48 17 5 1 QUAD 66 113 17 48 49 18 5 1 QUAD 66 114 18 49 50 19 1 1 QUAD 66 115 19 50 51 20 1 1 QUAD 66 116 20., 51 52 21 1 1 QUAD 66 117 21 52 53 22 1 1 QUAD 66 118 22 53 54 23 1 1 QUAD 66 119 23 54 55 24 1 1 QUAD 66 120 24 55 56 25 1 1 QUAD 66 121 25 56 57 26 1 1 QUAD 66 122 26 57 58 27 1 1 QUAD 66 123 27 58 59 28 1 1 QUAD 66 124 28 59 60 29 1 1 QUAD 66 125 29 60 61 30 4 6 QUAD 66 126 30 61 62 31 4 8 QUAD 66 127 32 63 64 33 6 1 QUAD 66 128 33 64 65 34 6 1 QUAD 66 129 34 65 66 35 6 1 QUAD 66 130 35 66 67 36 6 1 QUAD 66 131 36 67 68 37 6 1 QUAD 66 132 37 68 69 38 6 1 QUAD 66 133 38 69 70 39 6 1 QUAD 66 134 39 70 71 40 6 1 QUAD 66 135 40 71 72 41 6 1 QUAD 66 136 41 72 73 42 5 1 QUAD 66 137 42 73 74 43 5 1 QUAD 66 138 43 74 75 44 5 1 QUAD 66 139 44 75 76 45 5 1 QUAD 66 140 45 76 77 46 5 1 QUAD 66 141 46 77 78 47 5 1 QUAD 66 142 47 78 79 48 5 1 QUAD 66 143 48 79 80 49 5 1 QUAD 66 144 49 80 81 50 1 1 QUAD 66 145 50 81 82 51 1 1 QUAD 66 146 51 82 .83 52 1 1 QUAD 66 147 52 83 84 53 1 1 QUAD 66 148 53 84 85 54 1 1 QUAD 66 149 54 85 86 55 1 1 QUAD 66 150 55 86 87 56 1 1 QUAD 66 151 56 87 88 57 1 1 QUAD 66 152 57 88 89 58 1 1 QUAD 66 153 58 89 90 59 1 1 QUAD 66 154 59 90 91 60 1 1 QUAD 66 155 60 91 92 61 9 6 QUAD 66 156 61 92 93 62 4 8 QUAD 66 157 63 94 95 64 6 1 QUAD 66 158 64 95 96 65 6 1 QUAD 66 159 65 96 97 66 6 1 QUAD 66 160 66 97 98 67 6 1 QUAD 66 161 67 98 99 68 6 1 QUAD 66 162 68 99 100 69 6 1 QUAD 66 163 69 100 101 70 6 1 QUAD 66 164 70 101 102 71 6 1 QUAD 66 Project: 13182 - APPENDIX A 8 of 82 6128105 I Jr K L M Incr T ,:BW 71 102 103 72 6 1 QUAD 66 72 103 104 73 5 1 QUAD 66 r66 73 104 105 74 5 1 QUAD 66 74 105 106 75 5 1 QUAD 66 75 106 107 76 5 1 QUAD 66 170 76 107 108 77 5 1 QUAD 66 171 77 108 109 78 5 1 QUAD 66 172 78 109 110 79 5 1 QUAD 66 173 79 110 111 80 5 1 QUAD 66 174 80 111 112 81 1 1 QUAD 66 175 81 112 113 82 1 1 QUAD 66 176 82 113 114 83 1 1 QUAD 66 177 83 114 115 84 1 1 QUAD 66 178 84 115 116 85 1 1 QUAD 66 179 85 116 117 86 1 1 QUAD 66 180 86 117 118 87 1 1 QUAD 66 181 87 118 119 88 1 1 QUAD 66 182 88 119 120 89 1 1 QUAD 66 183 89 120 121 90 1 1 QUAD 66 184 90 121 122 91 1 1 QUAD 66 185 91 122 123 92 4 6 QUAD 66 186 92 123 124 93 4 8 QUAD 66 187 94 125 126 95. 6 1 QUAD 66 188 95 126 127 96 6 1 QUAD 66 189 96 127 128 97 6 1 QUAD 66 190 _ 97 128 129 98 6 1 QUAD 66 191 98 129 130 99 6 1 QUAD 66 192 99 130 131 100 6 1 QUAD 66 193 100 131 132 101 6 1. QUAD 66 194 101 132 133 102 6 1 QUAD 66 195 102 133 134 103 6 1 QUAD 66 196 103 134 135 104 5 1 QUAD 66 197 104 135 136 105 5 1 QUAD 66 198 105 136 137 106 5 1 QUAD 66 199 106 137 138 107 5 1 QUAD 66 200 107 138 139 108 5 1 QUAD 66 201 108 139 140 109 5 1 QUAD 66 202 109 140 141 110 5 1 QUAD 66 203 110 141 142 111 5 1 QUAD 66 204 111 142 143 112 1 1 QUAD 66 205 112 143 144 113 1 1 QUAD 66 206 113 144 145 114 1 1 QUAD 66 207 114 145 146 115 1 1 QUAD 66 208 115 146 147 116 1 1 QUAD 66 209 116 147 148 117 1 1 QUAD 66 210 117 148, 149 118 1 1 QUAD 66 211 118 149 150 119 1 1 QUAD 66 212 119 150 151 120 1 1 QUAD 66 213 120 151 152 121 1 1 QUAD 66 214 121 152 153 122 1 1 QUAD 66 215 122 153 154 123 4 6 QUAD 66 216 123 154 155 124 4 8 QUAD 66 217 125 156 157 126 6 1 QUAD 66 218 126 157 158 127 6 1 QUAD 66 219 127 158 159 128 6 1 QUAD 66 220 128 159 160 129 6 1 QUAD 66 221 129 160 161 130 6 1 QUAD 66 222 130 161 162 131 6 1 QUAD 66 223 131 162 163 132 6 1 QUAD 66 224 .132 163 164 133 6 1 QUAD 66 225 133 164 165 134 6 1 QUAD 66 226 134 165 166 135 5 1 QUAD 66 227 135 166 167 136 5 1 QUAD 66 228 136 167 168 137 5 1 QUAD 66 229 137 168 169 138 5 1 QUAD 66 230 138 169 170 139 5 1 QUAD 66 231 139 170 171 140 5 1 QUAD 66 232 140 171 172 141 5 1 QUAD 66 233 141 172 173 142 5 1 QUAD 66 234 142 173 1174 143 1 1 QUAD 66 Project: 13182 - APPENDIX A 8 of 82 6128105 0 • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 9 of 82 6128105 Z J K L M Incr T BW 235 143 174 175 144 1 1 QUAD 66 236 144 175 176 145 1 1 QUAD 66 237 145 176 177 146 1 1 QUAD 66 238 146 177 178 147 1 1 QUAD 66 239 147 178 179 148 1 1 QUAD 66 240 148 179 180 149 1 1 QUAD 66 241 149 180 181 150 1 1 QUAD 66 242 150 181 182 151 1 1 QUAD 66 243 151 182 183 152 1 1 QUAD 66 244 152 183 184 153 1 1 QUAD 66 245 153 184 185 154 4 6 QUAD 66 246 154 185 186 155 4 8 QUAD 66 247 156 187 188 157 6 1 QUAD 66 248 157 188 189 158 6 1 QUAD 66 249 158 189 190 159 6 1 QUAD 66 250 159 190 191 160 6 1 QUAD 66 251 160 191 192 161 6 1 QUAD 66 252 161 192. 193 162 6 1 QUAD 66 253 162 193 194 163 6 1 QUAD 66 254 163 194 195 164 6 1 QUAD 66 255 164 195 196 165 6 1 QUAD 66 256 1.65 196 197 166 5 1 QUAD 66 257 166 197 198 167 5 1 QUAD 66 258 167 198 199 168 5 1 QUAD 66 259 168 199 200 169 5 1 QUAD 66 260 169 200 201 170 5 1 QUAD 66 261 170 201 202 171 5 1 QUAD 66 262 171 202 203 172 5 1 QPAD 66 263 172 203 204 173 5 1 QUAD 66 264 173 204 205 174 1 1 QUAD 66 265 174 205 206 175 1 1 QUAD 66 266 175 206 207 176 1 1 QUAD 66 267 176 207 208 177 1 1 QUAD 66 268 177 208 209 178 1 1 QUAD 66 269 178 209 210 179 1 1 QUAD 66 270 179 210 211 180 1 1 QUAD 66 271 180 211 212 181 1 1 QUAD 66 272 181 212 213 182 1 1 QUAD 66 273 182 213 214 183 1 1 QUAD 66 274 183 214 215 184 1 1 QUAD 66 275 184 215 216 185 4 6 QUAD 66 276 7185 216 217 186 4 8 QUAD 66 277 .187 218 219 188 6 1 QUAD 66 278 188 219 220 189 6 1 QUAD 66 279 189 220 221 190 6 1 QUAD 66 280 190 221 222 191 6 1 QUAD 66 281 191 222 223 192 6 1 QUAD 66 282 192 223 224 193 6 1 QUAD 66 283 193 224 225 194 6 1 QUAD 66 284 194 225 226 195 6 1 QUAD 66 285 195 226 227 196 6 1 QUAD 66 286 196 .227 299 228 197 5 1 QUAD 66 287 197 228 229 198 5 1 QUAD 66 288 198 229 230' 199 5 1 QUAD 66 289 199 230 231 200 5 1 QUAD 66 290 200 231 232 201 5 1 QUAD 66 291 201 232 233 202 5 1 QUAD 66. 292 202 233 234 203 5 1 QUAD 66 293 203 234 235 204 5 1 QUAD 66 294 204 235 236 205 1 1 QUAD 66 . 295 205 236 237 206 1 1 QUAD 66 296 206 237 238 207 1 1 QUAD 66 297 207 238 239 208 1 1 QUAD 66 298 208 239 240 209 1 1 QUAD 66 299 209 240 241 210 1 1 QUAD 66 300 210 241 242 211 1 1 QUAD 66 301 211 242 243 212 1 1 QUAD 66 302 212 243 244 213 1 1 QUAD 66 303 213 244 245 214 1 1 QUAD 66 304 214 245 246 215 1 1 QUAD 66 Project: 13182 - APPENDIX A 9 of 82 6128105 I J K L M Incr T ,BW 305 215 246 247 216 4 6 QUAD 66 306 216 247 248 217 4 8 QUAD 66 307 218 249 250 219 6 1 QUAD 66 308 219 250 251 220 6 1 QUAD 66 309 220 251 252 221 6 1 QUAD 66 310 221 252 253 222 6 1 QUAD 66 311 222 253 254 223 6 1 QUAD 66 312 223 254 255 224 6 1 QUAD 66 313 224 255 256 225 6 1 QUAD 66 314 225 256 257 226 6 1 QUAD 66 315 226 257 258 227 6 1 QUAD 66 316 227 258 259 '228 5 1 QUAD 66 317 228 259 260 229 5 1 QUAD 66 318 229 260 261 230 5 1 QUAD 66 319 230 261 262 231 5 1 QUAD 66 320 231 262 263 232 5 1 QUAD 66 321 232 263 264 233 5 1 QUAD 66 322 233 264 265 234 5 1 QUAD 66 323 234 265 266 235 5 1 QUAD 66 324 235 266 267 236 1 1 QUAD 66 325 236 267 268 237 1 1 QUAD 66 326 237 268 269 238 1 1 QUAD 66 327 238 269 270 239 1 1 QUAD 66 328 239 270 271 240 1 1 QUAD 66 329 240 271 272 241 1 1 QUAD 66 330 241 272 273 242 1 1 QUAD 66 331 242 273 274 243 1 1 QUAD 66 332 243 274 275 244 1 1 QUAD 66 333 244. 275 276 245 1 1 QUAD 66 334 245 276 277 246 1 1 QUAD 66 335 246 277 278 247 4 6 QUAD 66 336 247 278 279 248 4 8 QUAD 66 337 249 280 281 250 6 1 QUAD 66 338 250 281 282 251 6 1 QUAD 66 339 251 282 283 252 6 1 QUAD 66 340 252 283 284 253 6 1 QUAD 66 341 253 284 285 254 6 1 QUAD 66 342 254 285 286 255 6 1 QUAD 66 343' 255 286 287 256 6 1 QUAD 66 344 256 287 288 257 6 1 QUAD 66 345 257 288 289 258 6 1 QUAD 66 346 258 289 290 259 5 1 QUAD 66 347 259 290 291 260 5 1 QUAD 66 348 260 291 292 261 5 1 QUAD 66 349 261 292 293 262 5 1 QUAD 66 350 262 293 294 263 5 1 QUAD 66 351 263 294 295 264 5 1 QUAD 66 352 264 295 296 265 5 1 QUAD 66 353 265 296 297 266 5 1 QUAD 66 354 266 297 298 267 1 1 QUAD 66 355 267 298 299 268 1 1 QUAD 66 356 268 299 300 269 1 1 QUAD 66 357 269 300 301 270 1 1 QUAD 66 358 270 301 302 271 1 1 QUAD 66 359 271 302 303 272 1 1 QUAD 66 360 272 303 304 273 1 1 QUAD 66 361 273 304 305 274 1 1 QUAD 66 362 274 305 306 275 1 1 QUAD 66 363 275 306 307 27.6 1 1 QUAD 66 364 276 307 308 277 1 1 QUAD 66 365 277 308 309 278 4 6 QUAD 66 366 278 309 310 279 4 8 QUAD 66 367 280 311 312 281 6 1 QUAD 66 368 281 312 313 282 6 1 QUAD 66 369 282 313 314 283 6 1 QUAD 66 370 283 314 315 284 6 1 QUAD 66 371 284 315 316 285 6 1 QUAD 66 372 285 316 317 286 6 1 QUAD 66 373 286 317 318' 287 6 1 QUAD 66 374 287 318 319 288 6 1 QUAD 66 Project: 13182 - APPENDIX A 9 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A. 10 of 82 6128105 I J K L M Inc= T BW 375 288 319 320 289 6 1 QUAD 66 376 289 320 321 290 5 1 QUAD 66 377 290 321 322 291 5 1 QUAD 66 378 291 . 322 323 292 5 1 QUAD 66 379 292 323 324 293 5 1 QUAD 66 380 293 324 325 294 5 1 QUAD 66 381 294 325 326 295 5 1 QUAD 66 382 295 326 327 296 5 1 QUAD 66 383 296 327 328 297 5 1 QUAD 66 384 297 328 - 329 298 1 1 QUAD 66 385 298 329 330 299 1 1 QUAD 66 386 299 330 331 300 1 1 QUAD 66 387 300 331 332 301 1 1 QUAD 66 388 301 332 333 302 1 1 QUAD 66 389 302 333 334 303 1 1 QUAD 66 390 303 334 335 304 1 1 QUAD 66 391 304 335 336 305 1 1 QUAD 66 392 305 336 337 306 1 1 QUAD 66 393 306 337 338 307 1 1 QUAD 66 394 307 338 339 308 1 1 QUAD 66 395 308 339 340 309 4 6 QUAD 66 396 309 340 341 310 4 8 QUAD 66 397 311 342 343 312 6 1 QUAD 66 398 312 343 344 313 6 1 QUAD 66 399 313 344 345 314 6 1 QUAD 66 400 314 345 346 315 6 1 QUAD 66 401 315 346 347 316 6 1 QUAD 66 402 316 347 348 317 6 1 QUAD 66 403 317 348 349 318 6 1. QUAD 66 404 318 349 350 319 6 1 QUAD 66 405 319 350 351 320 6 1 QUAD 66 406 320 351 352 321 5 1 QUAD 66 407 321 352 353 322 5 1 QUAD 66 408 322 353 354 323 5. 1 QUAD 66 409 323 354 355 324 5 1 QUAD 66 410 324 355 356 325 5 1 QUAD 66 411 325 356 357 326 5 1 QUAD 66 412 326 357 358 327 5 1 QUAD 66 413 327 358 359 328 5 1 QUAD 66 414 328 359 360 329 1 1 QUAD 66 415 329 360 361 330 1 1 QUAD 66 416 330 361 362 331 1 1 QUAD 66 417 331 362 363 332 1 1 QUAD 66 418 332 363 364 333 1 1 QUAD 66 419 333 364 365 334 1 1 QUAD 66 420 334 365 366 335 1 1 QUAD 66 421 335 366 367 336 1 1 QUAD 66 422 336 367 368 337 1 1 QUAD 66 423 337 368 369 338 1 1 QUAD 66 424 338 369 370 339 1 1 QUAD 66 425 339 370 371 340 4 6 QUAD 66 426 340 371 372 341 4 8 QUAD 66 427 342 373 374 343 6 1 QUAD 66 428 343 374 375 344 6 1 QUAD 66 429 344 375 376 345 6 1 QUAD 66 430 345 376 377 346 6 1 QUAD 66 431 346 377 378 347 6 1 QUAD. 66 432 347 378 379 348 6 1 QUAD 66 433 34'8 379 380 349 6 1 QUAD 66 434 349 380 381 3.50 6 1 QUAD 66 435 350 381 382 351 6 1 QUAD 66 436 351 382 383 352 5 1 QUAD 66 437 352 383 384 353 5 1 QUAD 66 438 353 384 385 354 5 1 QUAD 66 439 354 385 386 355 5 1 QUAD 66 440 355 386 387 356 5 1, QUAD 66 441 356 387 388 357 5 1 QUAD 66 442 357 388 389 358 5 1 QUAD 66 443 358 389 390 359 5 1 QUAD 66 444 359 390 391 360 1 1 QUAD 66 Project: 13182 - APPENDIX A. 10 of 82 6128105 Z 1 J K L M Inc= T ,BW 445 360 391 392 361 1 1 QUAD 66 446 361 392 393 362 1 1 QUAD. 66 447 362 393 394 363 1 1 QUAD 66 448 363 394 395 364 1 1 QUAD 66 449 364 395 396 365 1 1 QUAD 66 450 365 396 397 366 1 1 QUAD 66 451 366 397 398 367 1 1 QUAD 66 452 367 398 399 368 1 1 QUAD 66 453 368 399 400 369 1 1 QUAD 66 454 369 400 401 370 1 1 QUAD 66 455 370 401 402 371 4 6 QUAD 66 456 371 402 403 372 4 8 QUAD 66 457 373 404 405 374 6 1 QUAD 66 458 374 405 406 375 6 1 QUAD 66 459 375 406 407 376 6 1 QUAD 66 460 376 407 408 377 6 1 QUAD 66 461 377 408 409 378 6 1 QUAD 66 462 378 409 410 379 6 1 QUAD 66 463 379 410 411 380 6 1 QUAD 66 464 380 411 412 381 6 1 QUAD 66 465 381 412 413 382 6 1 QUAD 66 466 382 413 414 383 5 1 QUAD 66 467 383 414 415 384 5 1 QUAD 66 468 384 415 416 385 5 1 QUAD 66 469 385 416 417 386 5 1 QUAD 66 470 386 417 418 387 5 1 QUAD 66 471 387 418 419 388 5 1 QUAD 66 472 388 419 420 389 5 1 QUAD 66 473 389 420 421 390 5 1 QUAD 66 474 390 421 422 391 1 1 QUAD 66 475 391 422 423 392 1 1 QUAD 66 476 392 423 424 393 1 1 QUAD 66 477 393 424 425 394 1 1 QUAD 66 478 394 425 426 395 1 1 QUAD 66 479 395 426 427 396 1 1 QUAD 66 480 396 427 428 397 1 1 QUAD 66 481 397 428 429 398 1 1 QUAD 66 482 398 429 430 399 1 1 QUAD 66 483 399 430 431 400 1 1 QUAD 66 484 400 431 432 401 1 1 QUAD 66 485 401 432 433 402 4 6 QUAD 66 486 402 433 434 403 4 8 QUAD 66 487 404 435 436 405 6 1 QUAD 66 488 405 436 437 406 6 1 QUAD 66 489 406 437 438 407 6 1 QUAD 66 490 407 438 439 408 6 1 QUAD 66 491 408 439 440 409 6 1 QUAD 66 492 409 440 441 410 6 1 QUAD 66 493 410 441 442 411 6 1 QUAD 66 494 411 442 443 412 6 1 QUAD 66 495 412 443 444 413 6 1 QUAD 66 496 413 444 445 .414 5 1 QUAD 66 497 414 445 446 415 5 1 QUAD 66 498 415 446 447 416 5 1 QUAD 66 499 416 447 448 417 5 1 QUAD 66 500 417 448 449 418 5 1 QUAD 66 501 418 449 450 419 5 1 QUAD 66 502 419 450 451 420 5 1 QUAD 66 503 420 451 452 421 5 1 QUAD 66 504 421 452 453 422 1 1 QUAD 66 505 422 453 454 423 1 1 QUAD 66 506 423 454 455 424 1 1 QUAD 66 507 424 455 456 425 1 1 QUAD 66 508 425 456 457 426 1 1 QUAD 66 509 426 457 458 427 1 1 QUAD 66 510 427 458 459 428 1 1 QUAD 66 '511 428 459 460 429 1 1 QUAD 66 512 429 460 461 430 1 1 QUAD 66 513 430 461 462 431 1 1 QUAD 66 514 431 462 463 432 4 5 .QUAD 66 Project: 13182 - APPENDIX A. 10 of 82 6128105 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 11 of 82 6128105 I J K L M Incr T BW 515 432 463 464 433 4 6 QUAD 66 516 433 464 465 434 4 8 QUAD 66 517 435 466 467 436 6 1 QUAD 66 518 436 467 468 437 6 1 QUAD 66 519 437 468 469 438 6 1 QUAD 66 520 438 469 470 439 6 1 QUAD 66 521 439 470 471 440 6 1 QUAD 66 522 440 471 472 441 6 1 QUAD 66 523 441 472 473 442 6 1 QUAD 66 524 442 473 474 443 6 1 QUAD 66 525 443 474 475 444 6 1 QUAD 66 526 444 475 476 445 5 1 QUAD 66 527 445 476 477 446 5 1 QUAD 66 528 446 .477 549 478 447 5 1 QUAD 66 529 447 478 479 448 5 1 QUAD 66 530 448 479 480 449 5 1 QUAD 66 531 449 480 481 450 5 1 QUAD 66 532 450 481 482 451 5 1 QUAD 66 533 451 482 483 452 5 1 QUAD 66 534 452 483 484 453 1 1 QUAD 66 535 453 484 485 454 1 1 QUAD 66 536 454 485 486 455 1 1 QUAD 66 537 455 486 487 456 1 1 QUAD 66 538 456 487 488 457 1 1 QUAD 66 539 457 488 489 458 1 1 QUAD 66 540 458 489 490 459 1 1 QUAD 66 541 459 490 491 460 1 1 QUAD 66 542 460 491 492 461 1 1 QUAD 66 543 461 492 493 462 4 5 QUAD 66 544 462 493 494 463 4 5 QUAD 66 545 463 494 495 464 4 6 QUAD 66 546 464 495 496 465 4 8 QUAD 66 547 466 497 498 467 6 1 QUAD 66 548 467 498 499 468 6 1 QUAD 66 549 468 499 500 469 6 1 QUAD 66 550 469 500 501 470 6 1 QUAD 66 551 470 501 502 471 6 1 QUAD 66 552 471 502 503 472 6 1 QUAD 66 553 472 503 504 473 6 1 QUAD 66 554 473 504 505 474 6 1 QUAD 66 555 474 505 506 475 6 1 QUAD 66 556 475 506 507 476 5 1 QUAD 66 557 476 507 508 477 5 1 QUAD 66 558 477 508 509 478 5 1 QUAD 66 559 478 509 510 479 5 1 QUAD 66 560 479 510 511 480 5 1 QUAD 66 561 480 511 512 481 5 1 QUAD 66 562 481 512 513 482 5 1 QUAD 66 563 482 513 514 483 5 1 QUAD 66 564 483 514 515 484 1 1 QUAD 66 565 484 515 516 485 1 1 QUAD 66 566 485 516 517 486 1 1 QUAD 66 567 486 517 518 487 1 1 QUAD 66 568 487 518 519 488 1 1 QUAD 66 569 488 519 520 489' 1 1 QUAD 66 570 489 520 521 490 1 1' QUAD 66 571 490 521 522 491 1 1 QUAD 66 572 491 522 523 492 4 5 QUAD 66 573 492 523 524 493 4 5 QUAD 66 574 493 524 525 494 4 5 QUAD 66 575 494 525 526 495 9 6 QUAD 66 576 495 526 527 496 4 8 QUAD 66 577 497 528 529 498 6 1 QUAD 66 578 498 529 530 499 6 1 QUAD 66 579 499 530 531 500 6 1 QUAD 66 580 500 531 532 501 6 1 QUAD 66 581 501 532 533 502 6 1 QUAD 66 582 502 533 534 503 6 1 QUAD 66 583 503 534 535 504 6 1 QUAD 66 584 504 535 536 505 6 1 QUAD 66 Project: 13182 - APPENDIX A 11 of 82 6128105 I J' K L M Incr T !BW 505 536 537 506 6 1 QUAD 66 506 537 538 507 5 1 QUAD 66 r587 507 538 539 508 5 1 QUAD 66 508 539 540 509 5 1 QUAD 66 509 540 541 510 5 1 QUAD 66 590 510 541 542 511 5 1 QUAD 66 591 511 542 543 512 5 1 QUAD 66 592 512 543 544 513 5 1 QUAD 66 593 513 544 545 514 5 1 QUAD 66 594 514 545 546 515 1 1 QUAD 66 595 515 546 547 516 1 1 QUAD 66 596 516 547 548 517 1 1 QUAD 66 597 517 548 549 518 1 1 QUAD 66 598 518 549 550 519 1 1 QUAD 66 599 519 550 551 520 1 1 QUAD 66 600 520 551 552 521 1 1 QUAD 66 601 521 552 553 522 2 4 QUAD 66 602 522 553 554 523 4 5 QUAD 66 603 523 554 555 524 4 5 QUAD 66 604 524 555 556 525 4 5 QUAD 66 605 525 556 557 526 4 6 QUAD 66 606 526 557 558 527 4 8 QUAD 66 607 528 559 560 529 6 1 QUAD 66 608 529 560 561 530 6 1 QUAD 66 609 530 561 562 531 6 1 QUAD 66 610 531 562 563 532 6 1 QUAD 66 ' 611 532 563 564 533 6 1 QUAD 66 612 533 564 565 534 6 1 QUAD 66 613 534 565 566 535 6 1 QUAD 66 614 535 566 567 536 6 1 QUAD 66 615 536 567 568 537 6 1 QUAD 66 616 537 568 569 538 5 1 QUAD 66 617 538 569 570 539 5 1 QUAD 66 618 539 570 571 540 5 1 QUAD 66 619 540 571 572 541 5 1 QUAD 66 620 541 572 573 542 5 1 QUAD 66 621 542 573 574 543 5 1 QUAD 66 622 543 574 575 544 5 1 QUAD 66 623 544 575 576 545 5 1 QUAD 66 624 545 576 577 546 1 1 QUAD 66 625 546 577 578 547 1 1 QUAD 66 626 547 578 579 548 1 1 QUAD 66 627 548 579 580 549 1 1 QUAD 66 628 549 586 581 550 1 1 QUAD 66 629 550 581 582 551 1 1 QUAD 66 630 551 582 583 552 2 4 QUAD 66 631 552 583 584 553 2 4 QUAD 66 632 553 584 585 554 4 5 QUAD 66 633 554 585 586 555 4 5 QUAD 66 634 555 586 587 556 4 5 QUAD 66 635 556 587 588 557 4 6 QUAD 66 636 557 588 589 558 4 8 QUAD 66 637 559 590 591 560 6 1 QUAD 66 638 560 591 592 561 6 1 QUAD 66 639 561 592 593 562 6 1 QUAD 66 640 562 593 594 563 6 1 QUAD 66 641 563 594 595 564 6 1 QUAD 66 642 564 595 596 565 6 1 QUAD 66 643 565 596' 597 566 6 1 QUAD 66 644 566 597 598 567 6 1 QUAD 66 645 . 567 598 599 568 6 1 QUAD 66 646 568 599 600 569 5 .1 QUAD 66 647 569 600 601 570 5 1 QUAD 66 648 570 601 602 571 5 1 QUAD 66 649 571 602 603 572 5 1 QUAD 66 650 572 603 604 573 5 1 QUAD 66 651 573 604 605 574 5 1 QUAD 66 652 574 605 606 575 5 1 QUAD 66 653 575 606 607 576 5 1 QUAD 66 654 576 607 608 577 1 1 QUAD 66 Project: 13182 - APPENDIX A 11 of 82 6128105 • 0 Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 12 of 82 6/28105 I J K L M Incr T BW 655 577 608 609 578 1 1 QUAD 66 656 578 609 610 579 1 1 QUAD 66 657 579 610 611 580 1 1 QUAD 66 658 580 611 612 581 1 1 QUAD 66 . 659 581 612 613 582 2 3 QUAD 66 660 582 613 614 583 2 4 QUAD 66 661 583 614 615 584 2 4 QUAD 66 662 584 615 616 585 4 5 QUAD 66 663 585 616 617 586 4 5 QUAD 66 664 586 617 618 587 4 5 QUAD 66 665 587 618 619 588 4 6 QUAD 66 666 588 619 620 589 4 8 QUAD 66 667 590 621 622 591 6 1 QUAD 66 668 591 622 623 592 6 1 QUAD 66 669 592 623 624 593 6 1 QUAD 66 670 593 624 625 594 6 1 QUAD 66 671 594 625 626 595 6 1 QUAD 66 672 595 626 627 596 6 1 QUAD 66 673 596 627 628 597 6 1 QUAD 66 674' 597 628 629 598 6 1 QUAD 66 675 598 629 630 .599 6 1 QUAD 66 676 599 630 631 600 5 1 QUAD 66 677 600 631 632 601 5 1 QUAD 66 678, 601 632 633 602 5 1 QUAD 66 679 602 633 634 603 5 1 QUAD 66 680 603 634 635 604 5 1 QUAD 66 681 604 635 636 605 5 1 QUAD 66 682 605 636 637 606 5 1 QUAD 66 683 606 637 638 607 5 1 QUAD 66 684 607 638 639 608 1 1 QUAD 66 685 608 639 640 609 1 1 QUAD 66 686 609 640 641 610 1 1 QUAD 66 687 610 641 642 611 1 1 QUAD 66 688 611 642 643 612 2 3 QUAD 66 689 612 643 644 613 2 3 QUAD 66 690 613 644 645 614 2 4 QUAD 66 691 614 645 646 615 2 4 QUAD 66 692 61,5 646 647 616 4 5 QUAD 66 693 616 647 648 617 4 5 QUAD 66 694 617 648 649 618 4 5 QUAD 66 695 618 649 650 619 4 6 QUAD 66 696 619 650 651 620 4 8 QUAD 66 697 621 652 653 622 6 1 QUAD 66 698 622 653 654 623 6 1 RQUAD 66 699 623 654 655 624 6 1 QUAD 66 700 624 655 656 625 6 1 QUAD 66 701 625 656 657 626 6 1 QUAD 66 702 626 657 658 627 6 1 QUAD 66 703 627 658 659 628 6 1 QUAD 66 704 628 659 660 629 6 1 QUAD 66 705 629 660 661 630 6 1 QUAD 66 706 630 661 662 631 5 1 QUAD 66 707 631 662 663 632 5 1 QUAD 66 708 632 663 664 633 5 1 QUAD 66 709 633 _ 664 665 634 5 1 QUAD 66 710 634 665 666 635 5 1 QUAD 66 711 635 666 667 636 5 1 QUAD 66 712 636 667 668 637 5 1 QUAD 66 713 637 668 669 638 5 1 QUAD 66 714 638 669 670 639 1 1 QUAD 66 715 639 670 671 640 1 1 QUAD 66 716 640 671 672 641 1 1 QUAD 66 717 641 672 673 642 2 2 QUAD 66 718 642 673 674 643 2 3 QUAD 66 719 643 674 675 644 2 3 QUAD 66 720 644 675 676 645 2 4 QUAD 66 721 645 676 677 646 2 4 QUAD 66 722 646 677 678 647 4 5 QUAD 66 723 647 678 679 648 4 5 QUAD 66 724 648 679 680 649 4 5 QUAD 66 Project: 13182 - APPENDIX A 12 of 82 6/28105 I J K L M Incr T ,BW 725 649 680 681 650 4 6 QUAD 66 726 650 681 682 651 4 8 QUAD 66 727 652 683 684 653 6 1 QUAD 66 728 653 684 685 654 6 1 QUAD 66 729 654 685 686 655 6 1 QUAD 66 730 655 686 687 656 6 1 QUAD 66 731 656 687 688 657 6 1 QUAD 66 732 657 688 689 658 6 1 QUAD 66 733 658 689 690 659 6 1 QUAD 66 734 659 690 691 660 6 1 QUAD 66 735 660 691 692 661 6 1 QUAD 66 736 661 692 693 662 5 1 QUAD 66 737 662 693 694 663 5 1 QUAD 66 738 663 694 695 664 ' 5 1 QUAD 66 739 664 695 696 665 5 1 QUAD 66 740 665 696 697 666 5 1 QUAD 66 741 666 697 698 667 .5 1 QUAD 66 742 667 698 699 668 5 1 QUAD 66 743 668 699 700 669 5 1 QUAD 66 744 669 700 701 670 1 1 QUAD 66 745 670 701 702 671 1 1 QUAD 66 746 671 702 703 672 2 2 QUAD 66 747 672 703 704 673 2 2 QUAD 66 748 673 704 705 674 2 3 QUAD 66 749 674. 705 706 675 2 3 QUAD 66 750 675 706 707 676 2 4 QUAD 66 751 676 707 708 677 2 4 QUAD 66 752 677 708 709 678 4 5 QUAD 66 753 678 709 710 679 4 5 QUAD 66 754 679 710 711 680 4 5 QUAD 66 755 680 711 712 681 4 6 QUAD 66 756 681 712 713 682 4 8 QUAD 66 757 '683 714 715 684 6 1 QUAD 66 758 684 715 716 685 6 1 QUAD 66 759 685 716 717 686 6 1 QUAD 66 760 686 717 718 687 6 1 QUAD 66 761 687 718 719 688 6 1 QUAD 66 762 688 719 720 689 6 1 QUAD 66 763 689 720 721 690 6 1 QUAD 66 764 690 721 722 691 6 1 QUAD 66 765 691 722 723 692 6 1 QUAD 66 766 692 723 724 693 5 1 QUAD 66 767 693 724 725 694 5 1 QUAD 66 768 694 725 726 695 5 1 QUAD 66 769 695 726 727 696 5 1 QUAD 66 770 696 727 728 697 5 1 QUAD 66 771 697 728 729 .698 5 1 QUAD 66 772 698 729 730 699 5 1 QUAD 66 773 699 730 731 700 5 1 QUAD 66 774 700 731 732 701 3 1 QUAD 66 775 701 732 733 702 3 1 QUAD 66 776 702 733 734 703 2 2 QUAD 66 777 703 734 735 704 2 2 QUAD 66 778 704 735 736 705 2 3 QUAD 66 779 705 736 737 706 2 3 QUAD 66 780 706 737 738 707 2 4 QUAD 66 781 707 738 739 708 2 4 QUAD 66 782 708 739 740 709 4 5 .QUAD 66 783 709 740 741 710 4 5 QUAD 66 784 710 741 742 711 4 5 QUAD 66 785 711 742 743 712 4 6 QUAD 66 786 712 743 744 713 4 8 QUAD 66 787 714 745 746 715 6 1 QUAD 66 788 715 746 747 716 6 1 QUAD 66 789 716 747 748 717 6 1 QUAD 66 790 717 748 749 718 6 1 QUAD 66 791 718 749 750 719 6 1 QUAD 66 792 719 750 751 720 6 1 QUAD 66 793 720 751 752 721 6 1 QUAD 66 794 721 752 753 722 6 1 QUAD 66 Project: 13182 - APPENDIX A 12 of 82 6/28105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 13 of 82 6128105 I J K L M Incr T BW 722 753 754 723 6 1 QUAD 66 723 754 755 724 5 1 QUAD 66 r 724 755 756 725 5. 1 QUAD 66 725 756 757 726 5 1 QUAD 66 726 757 758 727 5 1 QUAD 66 800 727 758 759 728 5 1 QUAD 66 801 728 759 760 729 5 1 QUAD 66 802 729 760 761 730 5 1 QUAD 66 803 730 761 762 731 5 1 QUAD 66 804 731 762 763 732 3 1 QUAD 66 805 732 763 764 733 3 1 QUAD 66 806 733 764 765 734 2 2 QUAD 66 807 734 765 766 735 2 2 QUAD 66 808 735 766 767 736 2 3 QUAD 66 809 736 767 768 737 2 3 QUAD 66 810 737 769 738 0 2 4 TRI. 66 811 737 768 769 0 2 4 TRI. 66 812 738 771 739 0 2 4 TRI. 68 813 738 770 771 0 2 4 TRI. 68 814 738 769 770 0 2 4 TRI. 66 815 739 798 799 740 4 5 QUAD 122 816 771 798 739 0 4 5 TRI. 120 817 740 799 800 741 4 5 QUAD 122 818 741 800 801 742 4 5 QUAD 122 819 742 801 802 743 4 6 QUAD 122 820 743 802 803 744 4 8 QUAD 122 821 745 772 773 746 6 1 QUAD 58 822 746 773 774 747 6 1 QUAD 58 823 747 774 775 748 6 1 QUAD 58 824 748 775 776 749 6 1 QUAD 58 825 749 776 777 750 6 1 QUAD 58 826 750 777 778 751 6 1 QUAD 58 827 751 778 779 752 6" 1 QUAD 58 828 752 779 780 753 6 1 QUAD 58 829 753 780 781 754 6 1 QUAD 58 830 754 781 782 755 5 1 QUAD 58 831 755 782 783 756 5 1 QUAD 58 832 756 783 784 757 5 1 QUAD 58 833 757 784 785. 758 5 1 QUAD 58 834 758 785 786 759 5 1 QUAD 58 835 759 786 787 760 5 1 QUAD 58 836 760 787 788 761. 5 1 QUAD 58 837 761 788 789 762 5 1 QUAD 58 838 762 789 790 763 3 1 QUAD 58 839 763 790 791 764 3 1 QUAD 58 840 764 791 792 765 2 2 QUAD 58 841 765 792 793 766 2 2 QUAD 58 842 766 793 794 767 2 3 QUAD 58 843 767 794 795 768 2 3 QUAD 58 844 768 795 796 769 2 4 QUAD 58 845 769 796 797 770 2 4 QUAD 58 846 770 797 804 771 2 4 QUAD 70 847 771 804 798 0 4 5 TRI. 68 848 772 805 806 773 6 1 QUAD 70 849 773 806 807 774 6 1 QUAD 70 850 774 807 808 775 6 1 QUAD 70 851 775 808 809 776 6 1 QUAD 70 852 776 809 810 777 6 1 QUAD 70 853 777 810 811 778 6 1 QUAD 70 854 778 811 81'2 779 6 1 QUAD 70 855 779 812 813 780 6 1 QUAD 70 856 780" 813 814 781 6 1 QUAD 70 857 781 814 815 782 5 1 QUAD 70 858 782 815 816 783 5 1 QUAD 70 859 783 816 817 784 5 1 QUAD 70 860 784 817 818 785 5 1 QUAD 70 861 785 818 819 786 5 1 QUAD 70 862 786 819 820 787 5 1 QUAD 70 863 787 820 821 788 5 1 QUAD 70 864 788 821 822 789 5 1 QUAD 70 Project: 13182 - APPENDIX A 13 of 82 6128105 I 3 K L M Incr T ,BW 789 822 823 790 3 1 QUAD 70 790 823 824 791 3 1 QUAD 70 P67 804 825 826 798 4 5 QUAD 58 798 826 827 799 4. 5 QUAD 60 799 827 828 800 4 5 QUAD 60 870 800 828 829 801 4 5 QUAD 60 871 801 829 830 802 4 6 QUAD 60 872 802 830 831 803 4 8 QUAD 60 873 805 838 839 806 6 1 QUAD 70 874 806 839 840 807 6 1 QUAD 70 875 807 840 841 808 6 1 QUAD 70 876 808 841 842 809 6 1 QUAD 10 877 809 842 843 810 . 6 1 QUAD 70 878 810 843 844 811 6 1 QUAD 70 879 811 844 845 812 6 1 QUAD 70 880 812 845 846 813 6 1 QUAD 70 881 813 846 847 814 6 1 QUAD 70 882 614 847 848 815 5 1 QUAD 70 883 815 848 849 816 5 1 QUAD 70 884 816 849 850 817 5 1 QUAD 70 885 817 850 851 818 5 1 QUAD 70 886 818 851 852 819 5 1 QUAD 70 887 819 852 853 820 5 1 QUAD 70 888 820 853 854 821 5 1 QUAD 70 889 821 854 855 822 5 1 QUAD 70 890 822 855 856 823 1 1 QUAD 70 891 823 856 857 824 1 1 QUAD 70 892 825 832 833 826 4 5 QUAD 18 893 826 833 .827 0 4 5 TRI. 16 894 827 833 834 828 4 5 QUAD 16 895 828 834 835 829 4 5 QUAD 16 896 829 835 836 830 4 6 QUAD 16 897 830 836 837 831 4 8 QUAD 16 898 832 858 859 833 4 5 QUAD 56 899 833 859 860 834 4 5 QUAD 56 900 834 860 861 835 4 5 QUAD 56 901 835 861 862 836 4 6 QUAD 56 902 836 862 863 837 4 8 QUAD 56 903 838 864 .865 839 6 1 QUAD 56 904 839 865 866 840 6 1 QUAD 56 905 840 866 867 841 6 1 QUAD 56 906 841 867 868 842 6 1 QUAD 56 907 842 .868 869 843 6 1 QUAD 56 908 843 869 870 844 6 1 QUAD 56 909 844 870 871 845 6 1 QUAD 56 910 845 871 872 846 6 1 QUAD 56 911 846 872 873 847 .6 1 QUAD 56 912 847 873 874 848 5 1 QUAD 56 913 848 874 875 849 5 1 QUAD 56 914 849 875 876 850 5 1 QUAD 56 915 850 876 877 851 5 1 QUAD 56 916. 851 877 878 852 5 1 QUAD 56 917 852 878 879 853 5 1 QUAD 56 918 853 879 880 854 5 1 QUAD 56 919 854 880 881 855 5 1 QUAD 56 920 855 881 882 856 1 1 QUAD 56 921 856 882 883 857 1 1 QUAD 56 922 858 884 885 859 4 5 QUAD 56 923 859 885 886 860 4 5 QUAD 56 924 860 886 887 861 4 5 QUAD 56 925 861 887 888 862 4 6 QUAD 56 926 862 888 889 863 4 8 QUAD 56 927 864 890 891 865 6 1 QUAD 56 928 865 891 892 866 6 1 QUAD 56 929 866 892 893 867 6 1 QUAD 56 930 867 893 894 868 6 1 QUAD 56 931 868 894 895 869 6 1 QUAD 56 932 869 895 896 870 6 1 QUAD 56 933 870 896 .897 871 6 1 QUAD 56 934 871 897. 898 872 6 1 QUAD 56 Project: 13182 - APPENDIX A 13 of 82 6128105 LJ • Part A: INPUT DATUM - ELEMENT DEFINITION ---Bl I J K L M Incr T BW 935 872 898 899 873 6 1 QUAD 56 936 873 899 900 874 5 1 QUAD 56 937 874 900 901 875 5 1 QUAD 56 938 875 901 902 876 5 1 QUAD 56 939 876 902 903 877 5 1 QUAD 56 940 877 903 904 878 5 1 QUAD 56 941 878 904 905 879 5 1 QUAD 56 942 879 905 906 880 5 1 QUAD 56 943 880 906 907 881 5 1 QUAD 56 944 881 907 908 882 1 1 QUAD 56 945 882 908 909 883 1 1 QUAD 56 946 884 910 911 885 4 5 QUAD 56 947 885 911 886 0 4 5 TRI. 54 948 886 911 912 887 4 5 QUAD 54 949 887 912 913 888 4 6 QUAD 54 950 888 913 914 889 4 8 QUAD 54 951 890 915 916 891 6 1 QUAD 54 952 891 916 917 892 6 1 QUAD 54 953 892 917 918 893 6 1 QUAD 54 954 893 918 919 894 6 1 QUAD 54 955 894 919 920 895 6 1 QUAD 54 956 895 920 921 896 6 1 QUAD 54 957 896 921 922 897 6 1 QUAD 54 958 897 922 923 898 6 1 QUAD 54 959 898 923 924 899 6 1 QUAD 54 960 899 924 925 900 5 1 QUAD 54 961 900 925 926 901 5 1 QUAD 54 962 901 926 927 902 5 1 QUAD 54 963 902 927 928 903 5 1 QUAD. 54 964 903 928 929 904 5 1 QUAD 54 965 904 929 930 905 5 1 QUAD 54 966 905 930 931 906 5 1 QUAD 54 967 906 931 932 907 5 1 QUAD 54 968 907 932 933 908 1 1 QUAD 54 969 908' 933 934 909 1 1 QUAD 54 970 910 935 936 911 4 5 QUAD 54 971 911 936 937 912 4 5 QUAD 54 972 912 937 938 913 4 6 QUAD 54 973 913 938 939 914 4 8 QUAD 54 974 915 945 946 916 6 1 QUAD 64 975 916 946 947 917 6 1 QUAD 64 976 917 947 948 918 6 1 QUAD 64 977 918 948 949 919 6 1 QUAD 64 978 919 949 950 920 6 1 QUAD 64 . 979 920 950 951 921 6 1 QUAD 64 980 921 951 952 922 6 1 QUAD 69 981 922 952 953 923 6 1 QUAD 64 982 923 953 954 924 6 1 QUAD 64 983 924 954 955 925 5 1 QUAD 64 984 925 955 956 926 5 1 QUAD . 64 985 926 956 957 927 5 1 QUAD 64 996 927 957 958 928 5 1 QUAD 64 987 928 958 959 929 5 1 QUAD 64 988 929 959 960 930 5 1 QUAD 64 989 930 960 961 931 5 1 QUAD 64 990 931 961 962 932 5 1 QUAD 64 991 932 962 963 933 1 1 QUAD 64 992 933 963 964 934 1 1 QUAD 64 993 935 940 941 936 4 5 QUAD 14 994 936 941 942 937 4 5 QUAD 14 995 937 942 943 938 4 6 QUAD 14 996 938 943 944 939 4 8 QUAD 14 997 940 965 966 941 4 5 QUAD 54 998 941 966 967 942 4 5 QUAD 54 999 942 967 968 943 4 6 QUAD 54 1000 943 968 969 944 4 8 QUAD 54 1001 945 970 971 946 6 1 QUAD 54 1002 946 971 972 947 6 1 QUAD 54 1003 947 972 973 948 6 1 QUAD 54 1004 948 973 974 949 6 1 QUAD 54 Project: 13182 - APPENDIX A 14 of 82 6128105 I I J K L M Incr T !BW 1005 949 974 975 950 6 1 QUAD '54 1006 950 975 976 951 6 1 QUAD 54 1'007 951 976 977 952 6 1 QUAD 54 1008 952 977 978 953 6 1 QUAD 54 1009 953 978 979 954 6 1 QUAD 54 1010 954 979 980 955 5 1 QUAD 54 1011 955 980 981 956 5 1 QUAD 54 1012 956 981 982 957 5 1 QUAD 54 1013 957 982 983 958 5 1 QUAD 54 1014 958 983 984 959 5 1 QUAD 54 1015 959 984 985 960 5 1 QUAD 54 1016 960 985 986 961 5 1 QUAD 54 1017 961 986 987 962 5 1 QUAD 54 1018 962 987 988 963 1 1 QUAD 54 1019 963 988 989 964 1 1 QUAD 54 1020 965 990 991 966 4 5 QUAD 54 1021 966 991 992 967 4 5 QUAD 54 1022 967 992 993 968 4 6 QUAD 54 1023 968 993 994 969 4 8 QUAD 54 1024 970 995 996 971 6 1 QUAD 54 1025 971 996 997 972 6 1 QUAD 54 1026 972 997 998 973 6 1 QUAD 54 1027 973 998 999 974 6 1 QUAD 54 1028 974 999 1000 975 6 1 QUAD 54 1029 975 1000 1001 976 6 1 QUAD 54 1030 976 1001 1002 977 6 1 QUAD 54 1031 977 1002 1003 978 6 1 QUAD 54 1032 978 1003 1004 979 6 1 QUAD 54 1033 979 1004 1005 980 5 1 QUAD 54 1034 980 1005 1006 981 5 1 QUAD 54 1035 981 1006 1007 982 5 1 QUAD 54 1036 982 1007 1008 983 5 1 QUAD 54 1037 983 1008 1009 984 5 1 QUAD 54 1038 984 1009 1010 985 5 1 QUAD 54 1039 985 1010 1011 986 5 1 QUAD 54 1040 986 1011 1012 987 5 1 QUAD 54 1041 987 1012 1013 988 1 1 QUAD 54 1042 988 1013 1014 989 1 1 QUAD 54 1043 990 1015 1016 991 4 5 QUAD 54 1044 991 1016 1017 992 4 5 QUAD 54 1045 992 1017 1018 993 4 6 QUAD 54 1046 993 1018 1019 994 4 8 QUAD 54 1047 995 1020 1021 996 6 1 QUAD 54 1048 996 1021 1022 997 6 1 QUAD 54 1049 997 1022 1023 998 6 1 QUAD 54 1050 998 1023 1024 999 6 1 QUAD 54 1051 999 1024 1025 1000 6 1 QUAD 54 1052 1000 1025 1026 1001 6 1 QUAD 54 1053 1001 1026 1027 1002 6 1 QUAD 54 1054 1002 1027 1028 1003 6 1 QUAD 54 1055 1003 1028 1029 1004 6 1 QUAD 54 1056 1004 1029 1030 1005 5 1 QUAD 54 1057 1005 1030 1031 1006 5 1 QUAD 54 1058 1006 1031 1032 1007 5 1 QUAD 54 1059 1007 1032 1033 1008 5 1 QUAD 54 1060 1008 1033 1034 1009 5 1 QUAD 54 1061 1009 1034 1035 1010 5 1 QUAD 54 1062 lolb 1035 1036 1011 5 1 QUAD 54 1063 1011 1036 1037 1012 5 1 QUAD 54 1064 1012 1037 1038 1013 1 1 QUAD 54 1065 1013 1038 1039 1014 1 1 QUAD 54 1066 1015 1040 1041 1016 4 5 QUAD 54 1067 1016 1041 1042 1017 4 5 QUAD 54 1068 1017 1042 1043 1018 4 6 QUAD 54 1069 1018 1043 1044 1019 4 8 QUAD 54 1070 1020 1050 1051 1021 6 1 QUAD 64 1071 1021 1051 1052 1022 6 1. QUAD 64 1072 1022 1052 1053 1023 6 1 QUAD 64 1073 1023 1053 1054 1024 6 1 QUAD 64 1074 1029 1054 1055 1025 6 1 QUAD 64 Project: 13182 - APPENDIX A 14 of 82 6128105 • • 1I ,, u Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 15 of 82 6/28105 I J R I L M Incr T BW 1075 1025 1055 1056 1026 6 1 QUAD 64 1076 1026 1056 1057 1027 6 1 QUAD 64 1077 1027 1057 1058 1028 6 1 QUAD 64 1078 1028 1058 1059 1029 6 1 QUAD 64 1079 1029 1059 1060 1030 5 1 QUAD 64 1080 1030 1060 1061 1031 5 1 QUAD 64 1081 1031 1061 1062 1032 5 1 QUAD 64 1082 1032 1062 1063 1033 5 1 QUAD 64 1083 1033 1063 1064 1034 5 1 QUAD 64 1084 1034 1064 1065 1035 5 1 QUAD 64 1085 1035 1065 1066 1036 5 1 QUAD 64 1086 1036 1066 1067 1037 5 1 QUAD 64 1087 1037 1067 1068 1038 1 1 QUAD 64 1088 1038 1068 1069 1039 1 1 QUAD 64 1089 1040 1045 1046 1041 4 5 QUAD 14 1090 1041 1046 1047 1042 4 5 QUAD 14 1091 1042 1047 1048 1043 4 6 QUAD 14 1092 1043 10'48 1049 1044 4 8 QUAD 14 1093 1045 1070 1071 1046 4 5 QUAD 54 1094 1046 1071 1072 1047 4 5 QUAD 54 1095 1047 1072 1073 1048 4 6 QUAD 54 1096 1048 1073 1074 1049 4 8 QUAD 54 1097 1050 1075 1076 1051 6 1 QUAD 54 1098 1051 1076 1077 1052 6 1 QUAD 54 1099 1052 1077 1078 1053 6 1 QUAD 54 1100 1053 1078 1079 1054 6 1 QUAD 54 1101 1054 1079 1080 1055 6 1 QUAD 54 1102 1055 1080 1081 1056 6 1 QUAD 54 1103 1056 1081 1.082 1057 6 1 QUAD 54 1104 1057 1082 1083 1058 6 1 QUAD 54 1105 1058 1083 1084 1059 6 1 QUAD 54 1106 1059 1084 1085 1060 5 1 QUAD 54 1107 1060 1085 1086 1061 5 1 QUAD 54 1108 1061 1086 1087 1062 5 1 QUAD 54 1109 1062 1087 1088 1063 5 1 QUAD 54 1110 1063 1088 1089 1064 5 1 QUAD 54 1111 1064 1089 1090 1065 5 1 QUAD 54 1112 1065 1090 1091 1066 5 1 QUAD 54 1113 1066 1091 1092 1067 5 1 QUAD 54 1114 1067 1092 1093 1068 1 1 QUAD 54 1115 1068 1093 1094 1069 1 1 QUAD 54 1116 1070 1095 1096 1071 4 5 QUAD 54 1117 1071 1097 1098 1072 4 5 QUAD 56 1118 1071 1096 1097 0 4 5 TRI. 54 1119 1072 1098 1099 1073 4 6 QUAD 56 1120 1073 1099 1100 1074 4 8 QUAD 56 1121 1075 1101 1102 1076 6 1 QUAD 56 1122 1076 1102 1103 1077 6 1 QUAD 56 1123 1077 1103 1104 1078 6 1 QUAD 56 1124 1078 1104 1105 1079 6 1 QUAD 56 1125 1079 1105 1106 1080 6 1 QUAD 56 1126. 1080 1106 1107 1081 6 1 QUAD 56 1127 1081 1107 1108 1082 6 1 QUAD 56 1128 1082 1108 1109 1083 6 1 QUAD 56 1129 1083 1109 1110 1084 6 1 QUAD 56 1130 1084 1110 1111 1085 5 1 QUAD 56 1131 1085 1111 1112 1086 5 1 QUAD 56 1132 1086 1112 1113 1087 5 1 QUAD 56 1133 1087 1113 1114 1088 5 1 QUAD 56 1134 1088 1114 1115 1089 5 1 QUAD 56 1135 1089 1115 1116 1090 5 1 QUAD 56 1136 1090 1116 1117 1091 5 1 QUAD 56 1137 1091 1117 1118 1092 5 1 QUAD 56 1138 1092 1118 1119 1093 1 1 QUAD 56 1139 1093 1119 1120 1094 1 1 QUAD 56 1140 1095 1121 1122 1096 4 5 QUAD 56 1141 1096 1122 1123 1097 4 5 QUAD 56 1142 1097 1123 1124 1098 4 5 QUAD 56 1143 1098 1124 1125 1099 4 6 QUAD 56 1144 1099 1125 1126 1100 4 8 QUAD 56 Project: 13182 - APPENDIX A 15 of 82 6/28105 I J K L M Incr T .BW 1145 1101 1127 1128 1102 6 1 QUAD 56 1146 1102 1128 1129 1103 6 1 QUAD 56 1147 1103 1129 1130 1104 6 1 QUAD 56 1148 1104 1130 1131 1105 6 1 QUAD 56 1149 1105 1131 1132 1106 6 1 QUAD 56 1150 1106 1132 1133 1107 6 1 QUAD 56 1151 1107 1133 1134 1108 6 1 QUAD 56 1152 1108 1134 1135 1109 6 1 QUAD 56 1153 1109 1135 1136 1110 6 1 QUAD 56 1154 1110 1136 1137 1111 5 1 QUAD 56 1155 1111 1137 1138 1112 5 1 QUAD 56 1156 1112 1138 1139 1113 5 1 QUAD 56 1157 1113 1139 1140 1114 5 1 QUAD 56 1158 1114 1140 1141 1115 5 1 QUAD 56 1159 1115 1141 1142 1116 5 1 QUAD 56 1160 1116 1142 1143 11.17 5 1 QUAD 56 1161 1117 1143 1144 1118 5 1 QUAD 56 1162 1118 1144 1145 1119 1 1 QUAD 56 1163 1119 1145 1146 1120 1 1 QUAD 56 1164 1121 1147 1148 1122 4 5 QUAD 56 1165 1122 1148 1149 1123 4 5 QUAD 56 1166 1123 1149 1150 1124 4 5 QUAD 56 1167 1124 1150 1151 1125 4 6 QUAD 56 1168 1125 1151 1152 1126 4 8 QUAD 56 1169 1127 1160 1161 1128 6 1 QUAD 70 1170 1128 1161 1162 1129 6 1 QUAD 70 1171 1129 1162 1163 1130 6 1 QUAD 70 1172 1130 1163 1164 1131 6 1 QUAD 70 1173 1131 1164 1165. 1132 6 1 QUAD 70 1174 1132 1165 1166 1133 6 1 QUAD 70 1175 1133 1166 1167 1134 6 1 QUAD 70 1176 1134 1167 1168 1135 6 1 QUAD 70 1177 1135 1168 1169 1136 6 1 QUAD 70 1178 1136 1169 1170 1137 5 1 QUAD 70 1179 1137 1170 1171 1138 5 1 QUAD 70 1180 1138 1171 1172 1139 5 1 QUAD 70 1181 1139 1172 1173 1140 5 1 QUAD 70 1182 1140 1173 1174 1141 5 1 QUAD 70 1183 1141 1174 1175 1142 5 1 QUAD 70 1184 1142 1175 1176 1143 5 1 QUAD 70 1185 1143 1176 1177 1144 5 1 QUAD 70 1186 1144 1177 1178 1145 3 1 QUAD 70 1187 1145 1178 1179 1146 3 1 QUAD 70 1188 1147 1153 1154 1148 4 5 QUAD 16 1189 1148 1155 1156 1149 4 5 QUAD 18 1190 1148 1154 1155 0 4 5 TRI. 16 1191 1149 1156 1157 1150 4 5 QUAD 18 1192 1150 1157 1158 1151 4 6 QUAD 18 1193 1151 1158 1159 1152 4 8 QUAD 18 1194 1153 1180 1181 1154 4 5 QUAD 58 1195 1154 1181 1182 1155 4 5 QUAD 58 1196 1155 1182 1183 1156 4 5 QUAD 58 1197 1156 1183 1184 1157 4 5 QUAD 58 1198 1157 1184 1185 1158 4 6 QUAD 58 1199 1158 1185 1186 1159 4 8 QUAD 58 1200 1160 1189 1190 1161 6 1 QUAD 62 1201 1161 1190 1191 1162 6 1 QUAD 62 1202 1162 1191 1192 1163 6 1 QUAD 62 1203 1163 1192 1193 1164 6 1 QUAD 62 1204 1164 1193 1194 1165 6 1 QUAD 62 1205 1165 1194 1195 1166 6 1 QUAD 62 1206 1166 1195 1196 1167 6 1 QUAD 62 1207 1167 1196 1197 1168 6 1 QUAD 62 1208 1168 1197 1198 1169 6 1 QUAD 62 1209 1169 1198 1199 1170 5 1 QUAD 62 1210 1170 1199 1200 1171 5 1 QUAD 62 1211 1171 1200 1201 1172 5 1 QUAD 62 1212 1172 1201 1202 1173 5 1 QUAD 62 1213 1173 1202 1203 1174. 5 1 QUAD 62 1214 1174 1203 1204 1175 5 1 QUAD 62 Project: 13182 - APPENDIX A 15 of 82 6/28105 • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 16 of 82 6128105 I J K L M Incr T BW 1215 1175 1204 1205 1176 5 1 QUAD 62 1216 1176 1205 1206 1177 5 1 QUAD 62 1217 1177 1206 1207 1178 3 1 QUAD 62 1218 1178 1207 1208 1179 3 1 QUAD 62 1219 1180 1245 1239 1181 4 5 QUAD 132 1220 1187 1238 1245 1180 7 2 QUAD 132 1221 1181 1239 1240 1182 4 5 QUAD 120 1222 1182 1240 1241 1183 4 5 QUAD 120 1223 1183 1241 1242 1184 4 5 QUAD 120 1224 1184 1242 1243 1185 4 6 QUAD 120 1225 1185 1243 1244 1186 4 8 QUAD 120, 1226 1188 1237 1238 1187 7 2 QUAD 104 1227 1212 1236 1237 1188 7 2 QUAD 100 1228 1189 1213 1214 1190 6 1 QUAD 52 1229 1190 1214 1215 1191 6 1 QUAD 52 1230 1191 1215 1216 1192 6 1 QUAD 52 1231 1192 1216 1217 1193 6 1 QUAD 52 1232 1193 1217 1218 1194 6 1 QUAD 52 1233 1194 1218 1219 1195 6 1 QUAD 52 1234 1195 1219 1220 1196 6 1. QUAD 52 1235 1196 1220 1221 1197 6 1 QUAD 52 1236 1197 1221 1222 1198 6 1 QUAD 52 1237 1198 1222 1223 1199 5 1 QUAD 52 1238 1199 1223 1224 1200 5 1 QUAD 52 1239 1200 1224 1225 1201 5 1 QUAD 52 1240 1201 1225 1226 1202 5 1 QUAD 52 1241 1202 1226 1227 1203 5 1 QUAD 52 1242 1203 1227 1228 1204 5 1 QUAD 52 1243 1204 1228 1229 1205 5 1 QUAD 52. 1244 1205 1229 1230 1206 5 1 QUAD 52 1245 1206 1230 1231 1207 3 1 QUAD 52 1246 1207 1231 1232 1208 3 1 QUAD 52 1247 1208 1232 1233 1209 1 2 QUAD 52 1248 1209 1233 1234 1210 7 2 QUAD 52 1249 1210 1234 1235 1211 7 2 QUAD 52 1250 1211 1235 1236 1212 7 2 QUAD 52 1251 1213 1246 1247 1214 6 1 QUAD 70 1252 1214 1247 1248 1215 6 1 QUAD 70 1253 1215 1248 1249 1216 6 1 QUAD 7.0 1254 1216 1249 1250 1217 6 1 QUAD 70 1255 1217 1250 1251 1218 6 1 QUAD 70 1256 1218 1251 1252 1219 6 1 QUAD 70 1257 1219 1252 1253 1220 6 1 QUAD 70 1258 1220 1253 1254 1221 6 1 QUAD 70 1259 1221 1254 1255 1222 6 1 QUAD 70 1260 1222 1255 1256 1223 5 1 QUAD 70 1261 1223 1256 1257 1224 5 1 QUAD 70 1262 1224 1257 1258 1225 5 1 QUAD 70 1263 1225 1258 1259 1226 5 1 QUAD 70 1264 1226 1259 1260 1227 5 1 QUAD 70 1265 1227 1260 1261 1228 5 1 QUAD 70 1266 1228 1261 1262 1229 5 .1 QUAD 70 1267 1229 1262 1263 1230 5 1 QUAD 70 1268 1230 1263 1264 1231 3 1 QUAD 70 1269 1231 1264 1265 1232 3 1 QUAD 70 1270 1245 1266 1267 1239 4 5 QUAD 58 1271 1239 1267 1268 1240 4 5 QUAD 60 1272 1240 1268 1269 1241 4 5 QUAD 60 1273 1241 1269 1270 1242 4 5 QUAD 60 1274 1242 1270 1271 1243 4 6 QUAD 60 1275 1243 1271 1272 1244 4 8 QUAD 60 1276 1246 1279 1280 1247 6 1 QUAD 70 1277 1247 1280 1281 1248 6 1 QUAD 70 1278 1248 1281 1282 1249 6 1 QUAD 70 1279 1249 1282 1283 1250 6 1 QUAD 70 1280 1250 1283 1284 1251 6 1 QUAD 70 1281 1251 1284 1285 1252 6 1 QUAD 70 1282 1252 1285 1286 1253 6 1 QUAD 70 1283 1253 1286 1287 1254 6 1 QUAD 70 1284 1259 1287 1288 1255 6 1 QUAD 70 Project: 13182 - APPENDIX A 16 of 82 6128105 I J K L M Incr T !BW 1255 1288 1289 1256 5 1 QUAD 70 1256 1289 1290 1257 5 1 QUAD 70 r 1257 1290 1291 1258 5 1 QUAD 70 1258 1291 1292 1259 5 1 QUAD 70 1259 1292 1293 1260 5 1 QUAD ';70 1290 1260 1293 1294 1261 5 1 QUAD !70 1291 1261 1294 1295 1262 5 1 QUAD 170 1292 1262 1295 1296 1263 5 1 QUAD '70 1293 1263 1296 1297 1264 3 1 QUAD 70 1294 1264 1297 1298 1265 3 1 QUAD '70 1295 1266 1273 1274 1267 4 5 QUAD 18 1296 1267 1274 1268 0 4 5 TRI. 16 1297 1268 1274 1275 1269 4 5 QUAD 16 1298 1269 1275 1276 1270 4 5 QUAD 16 1299 1270 1276 1277 1271 4 6 QUAD 16 1300 1271 1277 1278 1272 4 8 QUAD 16 1301 1273 1299 1300 1274 4 5 QUAD 56 1302 1274 1300 1301 1275 4 5 QUAD 56 1303 1275 1301 1302 1276 4 5 QUAD 56 1304 1276 1302 1303 1277 4 6 QUAD 56 1305 1277 1303 1304 1278 4 8 QUAD 56. 1306 1279 1305 1306 1280 6 1 QUAD 56 1307 1280 1306 1307 1281 6 1 QUAD 56 1308 1281 1307 1308 1282 6 1 QUAD 56 1309 1282 1308 1309 1283 6 1 QUAD 56 -1310 1283 1309 1310 1284 6 1 QUAD 56 1311 1284 1310 1311 1265 6 1 QUAD 56 1312 1285 1311 1312 1286 6 1 QUAD 56 1313 1286 1312 1313 1287 6 1 QUAD 56 1314 1287 1313 1314 1288 6 1 QUAD 56 1315 1288 1314 1315 1289 5 1 QUAD 56 1316 1289 1315 1316 1290 5 . 1 QUAD 56 1317 1290 1316 1317 1291 5 1 QUAD 56 1318 1291 1317 1318 1292 5 1 QUAD 56 1319 1292 1318 1319 1293 5 1 QUAD 56 1320 .1293 1319 1320 1294 5 1 QUAD 56 1321 1294 1320 1321 1295 5 1 QUAD 56 1322 1295 1321 1322 1296 5 1 QUAD 56 1323 1296 1322 1323 1297 1 1 QUAD 56 1324 1297 1323 1324 1298 1 1 QUAD 56 1325 1299 1325 1326 1300 4 5 QUAD 56 1326 1300 1326 1327 1301 4 5 QUAD 56 1327 1301 1327 1328 1302 4 5 QUAD 56 1328 1302 1328 1329 1303 4 6 QUAD 56 1329 1303 1329 1330 1304 4 8 QUAD 56 1330 1305 1331 1332 1306 6 1 QUAD 56 1331 1306 1332 1333 1307 6 1 QUAD 56 1332 1307 1333 1334 1308 6 1 QUAD 56 1333 1308 1334 1335 1309 6 1 QUAD 56 1334 1309 1335 1336 1310 6 1 QUAD 56 1335 1310 1336 1337 1311 6 1 QUAD 56 1336 1311 1337 1338 1312 6 1 . QUAD 56 1337 1312 1338 1339 1313 6 1 QUAD 56 1338 1313 1339 1340 1314 6 1 QUAD 56 1339 1314 1340 1341 1315 5 1 QUAD 56 1340 1315 1341 1342 1316 5 1 QUAD 56 1341 1316 1342 1343 1317 5 1 QUAD 56 1342. 1317 1343 1344 1318 5 1 QUAD 56 1343 1318 1344 1345 1319 5 1 QUAD 56 1344 1319 1345 1346 1320 5 1 QUAD 56 1345 1320 1346 1347 1321 5 1 QUAD 56 1346 1321 1347 1348 1322 5 1 QUAD 56 1347 1322 1348 1349 1323 1 1 QUAD 56 1348 1323 1349 1350 1324 1 1 QUAD 56 1349 1325 1351 1352 1326 4 5 QUAD 56 1350 1326 1352 1327 0 4 5 TRI. 54 1351 1327 1352 1353 1328 4 5 QUAD 54 1352 1328 1353 1354 1329 4 6 QUAD 54 1353 1329 1354 1355 1330 4 8 QUAD 54 1354 1331 1356 1357 1332 6 1 QUAD 54 Project: 13182 - APPENDIX A 16 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 17 of 82 6128105 Z J K L M Incr T BW 1355 1332 1357 1358 1333 6 1 QUAD 54 1356 1333 1358 1359 1334 6 1 QUAD 54 1357 1334 1359 1360 1335 6 1 QUAD 54 1358 1335 1360 1361 1336 6 1 QUAD 54 1359 1336 1361 1362 1337 6 1 QUAD 54 1360 1337 1362 1363 1338 6 1 QUAD 54 1361 1338 1363 1364 1339 6 1 QUAD 54 1362 1339 1364 1365 1340 6 1 QUAD 54 1363 1340 1365 1366 1341 5 1 QUAD 54 1364 1341 1366 1367 1342 5 1 QUAD 54 1365 1342 1367 1368 1343 5 1 QUAD 54 1366 1343 1368 1369 1344 5 1 QUAD 54 1367 1344 1369 1370 1345 5 1 QUAD 54 1368 1345 1370 1371 1346 5 1 QUAD 54 1369 1346 1371 1372 1347 5 1 QUAD 54 1370 1347 1372 1373 1348 5 1 QUAD 54 1371 1348 1373 1374. 1349 1 1 QUAD 54 1372 1349 1374 1375 1350 1 1 QUAD 54 1373 1351 1376 1377 1352 4 5 QUAD 54 1374 1352 1377 1378 1353 4 5 QUAD 54 1375 1353 1378 1379 1354 4 6 QUAD 54 1376 1354 1379 1380 1355 4 8 QUAD 54 1377 1356 1386 1387 1357 6 1 QUAD 64 1378 1357 1387 1388 1358 6 1 QUAD 64 1379 1358 1388 1389 1359 6 1 QUAD 64 1380 1359 1389 1390 1360 6 1 QUAD 64 1381 1360 1390 1391 1361 6 1 QUAD 64 1382 1361 1391 1392 1362 6 1 QUAD 64 1383 1362 1392 1393 .1363 6 1 QUAD 64 1384 1363 1393 1394 1364 6 1 QUAD 64 1385 1364 1394 1395 1365 6 1 QUAD 64 1386 1365 1395 1396 1366 5 1 QUAD 64 1387 1366 1396 1397 1367 5 1 QUAD 64 1388 1367 1397 1398 1368 5 1 QUAD 64 1389 1368 1398 1399 1369 5 1 QUAD 64 1390 1369 1399 1400 1370 5 1 QUAD 64 1391 1370 1400 1401 1371 5 1 QUAD 64 1392 1371 1401 1402 1372 5 1 QUAD 64 1393 1372 1402 1403 1373 5 1 QUAD 64 1394 1373 1403 1404 1374 1 1 QUAD 64 1395 1374 1404 1405 1375 1 1 QUAD 64 1396 1376 1381 1382 1377 4 5 QUAD 14 1397 1377 1382 1383 1378 4 5 QUAD 14 1398 1378 1383 1384 1379 4 6 QUAD 14 1399 1379 1384 1385 1380 4 8 QUAD 14 1400 1381 1406 1407 1382 4 5 QUAD 54 1401 1382 1407 1408 1383 4 5 QUAD 54' 1402 1383 1408 1409 1384 4 6 QUAD 54 1403 1384 1409 1410 1385 4 8 QUAD 54 1404 1386 1411 1412 1387 6 1 QUAD 54 1405 1387 1412 1413 1388 6 1 QUAD 54 1406 138.8 1413 1414 1389 6 1 QUAD 54 1407 1389 1414 1415 1390 6 1 QUAD 54 1408 1390 1415 1416 1391 6 1 QUAD 54 1409 1391 1416 1417 1392 6 1 QUAD 54 1410 1392 1417 1418 1393 6 1 QUAD 54 1411 1393 1418 1419 1394 6 1 QUAD 54 1412 1394 1419 1420 1395 6 1 QUAD 54 1413 1395 1420 1421 1396 5 1 QUAD 54 1414 1396 1421 1422 1397 5 1 QUAD 54 1415 1397 1422 1423 1398 5 1 QUAD 54 1416 1398 1423 1424 1399 5 1 QUAD 54 1417 1399 1424 1425 1400 5 1 QUAD 54 1418 1400 1425 1426 1401 5 1 QUAD 54 1419 1401 1426 1427 1402 5 1 QUAD 54 1420 1402 1427 1428 .1403 5 1 QUAD 54 1421 1403 1428 1429 1404 1 1 QUAD 54 1422 1404 1429 1430 1405 1 1 QUAD 54 1423 1406 1431 1432 1407 4 5 QUAD 54 1424 1407 1432 1433 1408 4 5 QUAD 54 Project: 13182 - APPENDIX A 17 of 82 6128105 I J K L M Incr T !BW 1425 1408 1433 1434 1409 4 6 QUAD 54 1426 1409 1434 1435 1410 4 8 QUAD 54 1427 1411 1436 1437 1412 6 1 QUAD 54 1428 1412 1437 1438 1413 6 1 QUAD 54 1429 1413 1438 1439 1414 6 1 QUAD 54 1430 1414 1439 1440 1415 6 1 QUAD 54 1431 1415 1440 1441 1416 6 1 QUAD 54 1432 1416 1441 1442 1417 6 1 QUAD 54 1433 1417 1442 1443 1418 6 1 QUAD 54 1434 1418 1443 1444 1419 6 1 QUAD 54 1435 1419 1444 1445 1420 6 1 QUAD 54 1436 1420 1445 1446 1421 5 1 QUAD 54 1437 1421 1446 1447 1422 5 1 QUAD 54 1438 1422 1447 1448 1423 5 1 QUAD 54 1439 1423 1448 1449 1424 5 1 QUAD 54 1440 1424 1449 1450 1425 5 1 QUAD 54 1441 1425 .1450 1451 1426 5 1 QUAD 54 1442 1426 1451 1452 1427 5 1 QUAD 54 1443 1427 1452 1453 1428 5 1 QUAD 54 1444 1428 1453 1454 1429 1 1 QUAD 54 1445 1429. 1454 1455 1430 1 1 QUAD 54 1446 1431 1456 1457 1432 4 5 QUAD 54 1447 1432 1457 1458 1433 4 5 QUAD 54 1448 1433 1458 1459 1434 4 6 QUAD 54 1449 1434 1459 1460 1435 4 8 QUAD 54 1450 1436 1461 1462 1437 6 1 QUAD 54 1451 1437 1462 1463 1438 6 1 QUAD 54 1452 1438 1463 1464 1439 6 1 QUAD 54 1453 1439 1464 1465 1440 6 1 QUAD 54 1454 1440 1465 1466 1441 6 1 QUAD 54 1455 1441 1466 1467 1442 6 1 QUAD 54 1456 1442 1467 1468 1443 6 1 QUAD 54 1457 1443 1468 1469 1444 6 1 QUAD 54 1458 1444 1469 1470 1445 6 1 QUAD 54 1459 1445 1470 1471 1446 5 1 QUAD 54 1460 1446 1471 1472 1447 5 1 QUAD 54 1461 1447 1472 1473 1448 5 1 QUAD 54 1462 1448 1473 1474 1449 5 1 QUAD 54 1463 1449 1474 1475 1450 5 1 QUAD 54 1464 1450 1475 1476 1451 5 1 QUAD 54 1465 1451. 1476 1477 1452 5 1 QUAD 54 1466 1452 1477 1478 1453 5 1 QUAD 54 1467 1453 1478 1479 1454 1 1 QUAD 54 1468 1454 1479 1480 1455 1 1 QUAD 54 1469 1456 1481 1482 1457 4 5 QUAD 54 1470 1457 1482 1483 1458 4 5 QUAD 54 1471 1.4.58 1483 1484 1459 4 6 QUAD 54 1472 1459 1484 1485 1460 4 8 QUAD 54 1473 1461 1491 1492 1462 6 1 QUAD 64 1474 1462 1492 1493 1463 6 1 QUAD 64 1475 1463 1493 1494 1464 6 1 QUAD 64 1476 1464 1494 1495 1465 6 1 QUAD 64 1477 1465 1495 1496 1466 6 1 QUAD 64 1478 1466 1496 1497 1467 6 1 QUAD 64 1479 1467 1497 1498 1468 6 1 QUAD 64 1480 1468 1498 1499 1469 6 1 QUAD 64 1481 1469 1499 1500 1470 6 1 QUAD 64 1482 1470 1500 1501 1471 5 1 QUAD 64 1483 1471 1501 1502 1472 5 1 QUAD 64 1484 1472 1502 1503 1473 5 1 QUAD 64 1485 1473 1503 1504 1474 5 1 QUAD 64 1486 1474 1504 1505 1475 5 1 QUAD 64 1487 1475 1505 1506 1476 5 1 QUAD 64 1488 1476 1506 1507 1477 5 1 QUAD 64 1489 1477 1507 1508 1478 5 1 QUAD 64 1490 1478 1508 1509 1479 1 1 QUAD 64 1491 1479 1509 1510 1480 1 1 QUAD 64 1492 1481 1486 1487 1482 4 5 QUAD 14 1493 1482 1487 1488 1483 4 5 QUAD 14 1494 1483 1488 1489 1484 4 6 QUAD 14 Project: 13182 - APPENDIX A 17 of 82 6128105 • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 18 of 82 6128105 I J K L M Incr T BW 1484 1489 1490 1485 4 8 QUAD 14 1486 1511 1512 1487 4 5 QUAD 54 r 1487 1512 1513 1488 4 5 QUAD 54 1488 1513 1514 1489 4 6 QUAD 54 1489 1514 1515 1490 4 8 QUAD 54 1500 1491 1516 1517 1492 6 1 QUAD 54 1501 1492 1517 1518 1493 6 1 QUAD 54 1502 1493 1518 1519 1494 6 1 QUAD 54 1503 1494 1519 1520 1495 6 1 QUAD 54 1504 1495 1520 1521 1496 6 1 QUAD 54 1505 1496 1521 1522 1497 6 1 QUAD 54 1506 1497 1522 1523 1498 6 1 QUAD 54 1507 1498 1523 1524 1499 6 1 QUAD 54 1508 1499 1524 1525 1500 6 1 QUAD 54 1509 1500 1525 1526 1501 5 1 QUAD 54 1510 1501 1526 1527 1502 5 1 QUAD 54 1511 1502 1527 1528 1503 5 1 QUAD 54 1512 1503 1528 1529 1504 5 1 QUAD 54 1513 1504 1529 1530 1505 5 1 QUAD 54 1514 1505 1530 1531 1506 5 1 QUAD 54 1515 1506 1531 1532 1507 5 1 QUAD 54 1516 1507 1532 1533 1508 5 1 QUAD 54 1517 1508 1533 1534 1509 1 1 QUAD 54 1518 1509 1534 1535 1510 1 1 QUAD 54 1519 1511 1536 1537 1512 4 5 QUAD 54 1520 1512 1538 1539 1513 4 5 QUAD 56 1521 1512 1537 1538 0 4 5 TRI. 54 1522 1513 1539 1540 1514 4 6 QUAD 56 1523 1514 1540 1541 1515 4 8 QUAD 56 1524 1516 1542 1543 1517 6 1 QUAD 56 1525 1517 1543 1544 1518 6 1 QUAD 56 1526 1518 1544 1545 1519 6 1 QUAD 56 1527 1519 1545 1546 1520 6 1 QUAD 56 1528 1520 1546 1547 1521 6 1 QUAD 56 1529 1521 1547 1548 1522 6 1 QUAD 56 1530 1522 1548 1549 1523 6 1 QUAD 56 1531 1523 1549 1550 1524 6 1 QUAD 56 1532 1524 1550 1551 1525 6 1 QUAD 56 1533 1525 1551 1552 1526 5 1 QUAD 56 1534 1526 1552 1553 1527 5 1 QUAD 56 1535 1527 1553 1554 1528 5 1 QUAD 56 1536 1528 1554 1555 1529 5 1 QUAD 56 1537 1529 1555 1556 1530 5 1 QUAD 56 1538 1530 1556 1557 1531 5 1 QUAD 56 1539 1531 1557 1558 1532 5 1 QUAD 56 1540 1532 1558 1559 1533 5 1 QUAD 56 1541 1533 1559 1560 1534 1 1 QUAD 56 1542 1534 1560.'1561 1640 1535 1 1 QUAD 56 1543 1536 1562 1563 1537 4 5 QUAD 56 1544 1537 1563 1564 1538 4 5 QUAD 56 1545 1538 1564 1565 1539 4 5 QUAD 56 1546 1539 1565 1566 1540 4 6 QUAD 56 1547 1540 1566 1567 1541 4 8 QUAD 56 1548 1542 1568 '1569 1543 6 1 QUAD 56 1549 1543 1569 1570 1544 6 1 QUAD 56. 1556 1544 1570 1571 1545 6 1 QUAD 56 1551 1545 1571 1572 1546 6 1 QUAD 56 1552 1546 1572 1573 1547 6 1 QUAD 56 1553 1547 1573 1574 1548 6 1 QUAD 56 1554 1548 1574 1575 1549 6 1 QUAD 56 1555 1549 1575 1576 1550 6 1 QUAD 56 1556 1550 1576 1577 1551 6 1 QUAD 56 1557 1551 1577 1578 1552 5 1 QUAD 56 1558 1552 1578 1579 1553 5 1 QUAD 56 1559 1553 1579 1580 1554 5 1 QUAD 56 1560 1554 1580 1581 1555 5 1 QUAD 56 1561 1555 1581 1582 1556 5 1 QUAD 56 1562 1556 1582 1583 1557 5 1 QUAD 56 1563 1557 1583 1584 1558 5 1 QUAD 56 1564 1556 1584 1585 1559 5 1 QUAD 56 Project: 13182 - APPENDIX A 18 of 82 6128105 I J K L M Incr T ,BW 1559 1585 1586 1560 1 1 QUAD 56 1560 1586 1587 1561 1 1 QUAD 56 r15.7 1562 1588 1589 1563 4 5 QUAD 56 1563 1589 1590 1564 4 5 QUAD 56 1564 1590 1591 1565 4 5 QUAD 56 1570 1565 1591 1592 1566 4 6 QUAD 56 1571 1566 1592 1593 1567 4 8 QUAD 56 1572 1568 1601 1602 1569 6 1 QUAD 70 1573 1569 1602 1603 1570 6 1 QUAD 70 1574 1570 1603 1604 1571 6 1 QUAD 70 1575 1571 1604 1605 1572 6 1 QUAD 70 1576 1572 1605 1606 1573 6 1 QUAD 70 1577 1573 1606 1607 1574 6 1 QUAD 70 1578 1574 1607 1608 1575 6 1 QUAD 70 1579 1575 1608 1609 1576 6 1 QUAD 70 1580 1576 1609 1610 1577 6 1 QUAD 70 1581 1577 1610 1611 1578 5 1 QUAD 70 1582 1578 1611 1612 1579 5 1 QUAD 70 1583 1579 1612 1613 1580 5 1 QUAD 70 1584 1580 1613 1614 1581 5 1 QUAD 70 1585 1581 1614 1615 1582 5 1 QUAD 70 1586 1582 1615 1616 1583 5 1 QUAD 70 1587 1583 1616 1617 1584 5 1 QUAD 70 1588 1584 1617 1618 1585 5 1 QUAD 70 1589 1585 1618 1619 1586 3 1 QUAD 70 1590 1586 1619 1620 1587 3 1 QUAD 70 1591 1588 1594 1595 1589 4 5 QUAD 16 1592 1589 1596 1597 1590 4 5 QUAD 18 1593 1589 1595 1596 0 4 5 TRI. 16 1594 1590 1597 1598 1591 4 5 QUAD 18 1595 1591 1598 1599 1592 4 6 QUAD 18 1596 1592 1599 1600 1593 4 8 QUAD 18 1597 1594 1621 1622 1595 4 5 QUAD 58 1598 1595 1622 1623 1596 4 5 QUAD 58 1599 .1596 1623 1624 1597 4 5 QUAD 58 1600 1597 1624 1625 1598 4 5 QUAD 58 1601 1598 1625 1626 1599 4 6 QUAD 58 1602 1599 1626 1627 1600 4 8 QUAD 58 1603 1601 1630 1631 1602 6 1 QUAD 62 1604 1602 1631 1632 1603 6 1 QUAD 62 1605 1603 1632 1633 1604 6 1 QUAD 62 1606 1604 1633 1634 1605 6 1 QUAD 62 1607 1605 1634 1635 1606 6 1 QUAD 62 1608 1606 1635 1636 1607 6 1 QUAD 62 1609 1607 1636 1637 1608 6 1 QUAD 62 1610 1608 1637 1638 1609 6 1 QUAD 62 1611 1609 1636 1639 1610 6 1 QUAD 62 1612 1610 1639 1640 1611 5 1 QUAD 62 1613 1611 1640 1641 1612 5 1 QUAD 62 1614 1612 1641 1642 1613 5 1 QUAD 62 1615 1613 1642 1643 1614 5 1 QUAD 62 1616 1614 1643 1644 1615 5 1 QUAD 62 1617 1615 1644 1645 1616 5 1 QUAD 62 1618 1616 1645 1646 1617 5 1 QUAD 62 1619 1617 1646 1647 1618 5 1 QUAD 62 1620 1618 1647 1648 1619 3 1 QUAD 62 1621 1619 1648 1649 1620 3 1 QUAD 62 1622 1621 1686 1680 1622 4 51 QUAD 132 1623 1626 1679 1686 1621 7 2 QUAD 132 1624 1622 1680 1681 1623 4 5 QUAD 120 1625 1623 1681 1682 1624 4 5 QUAD 120 1626 1624 1682 1683 1625 4 5 QUAD 120 1627 1625 1683 1684 1626 4 6 QUAD 120 1628 1626 1684. 1685 1627 4 8 QUAD 120 1629 1629 1678 1679 1628 7 2 QUAD 104 1630 1653 1677 1678 1629 7 2 QUAD 100 1631 1630 1654 1655 1631 6 1 QUAD 52 1632 1631 1655 1656 1632 6 1 QUAD 52 1633 1632 1656 1657 1633 6 1 QUAD 52 1634 1633 1657 1658 1634 6 1 QUAD 52 Project: 13182 - APPENDIX A 18 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 19 of 82 6128105 I J K L M Incr T BW 1634 1658 1659 1635 6 1 QUAD 52 1635 1659 1660 1636 6 1 QUAD 52 r 1636 1660 1661 1637 6 1 QUAD 52 1637 1661 1662 1638 6 1 QUAD 52 1638 1662 1663 1639. 6 1 QUAD 52 1640 1639 1663 1664 1640 5 1 QUAD 52 1641 1640 1664 1665 1641 5 1 QUAD 52 1642 1641 1665 1666 1642 5 1 QUAD 52 1643 1642 1666 1667 1643 5 1 QUAD 52 1644 1643 1667 1668 1644 5 1 QUAD 52 1645 1644 1668 1669 1645 5 1 QUAD 52 1646 1645 1669 1670 1646 5 1 QUAD 52 1647 1646 1670 1671 1647 5 1 QUAD 52 1648 1647 1671 1672 1648 3 1 QUAD 52 1649 1648 1672 1673 1649 3 1 QUAD 52 1650 1649 1673 1674 1650 7 2 QUAD 52 1651 1650 1674 1675 1651 7 2 QUAD 52 1652 1651 1675 1676 1652 7 2 QUAD 52 1653 1652 1676 1677 1653 7 2 QUAD 52 1654 1654 1687 1688 1655 6 1 QUAD 70 1655 1655 1688 1689 1656 6 1 QUAD 70 1656 1656 .1689 1690 1657 6 1 QUAD 70 1657 1657 1690 1691 1658 6 1 QUAD 70 1658 1658 1691 1692 1659 6 1 QUAD 70 1659 1659 1692 1693 1660 6 1 QUAD 70 1660 1660 1693 1694 1661 6 1 QUAD 70 1661 1661 1694 1695 1662 6 1 QUAD 70 1662 1662 1695 1696 1663 6 1 QUAD 70 1663 1663 1696 1697 1664. 5 1 QUAD 70 1664 1664 1697 1698 1665 5 1 QUAD 70 1665 1665 1698 1699 1666 5 1 QUAD 70 1666 1666 1699 1700 1667 5 1 QUAD 70 1667 1667 1700 1701 1668 5 1 QUAD 70 1668 1668 1701 1702 1669 5 1 QUAD 70 1669 1669 1702 1703 1670 5 1 QUAD 70 1670 1670 1703 1704 1671 5 1 QUAD 70 1671 1671 1704 1705 1672 3 1 QUAD 70 1672 1672 1705 1706 1673 3 1 QUAD 70 1673 1686 1707 1708 1680 4 5 QUAD 58 1674 1680 1708 1709 1681 4 5 QUAD 60 1675 1681 1709 1710 1682 4 5 QUAD 60 1676 1682 1710 1711 1683 4 5 QUAD 60 1677 1683 1711 1712 1684 4 6 QUAD 60 1678 1684 1712 1713 1685 4 8 QUAD 60 1679 1687 1720 1721 1688 6 1 QUAD 70 1680 1688 1721 1722 1689 6 1 QUAD 70 1681 1689 1722 1723 1690 6 1 QUAD 70 1682 1690 1723 1724 1691 6 1 QUAD 70 1683 1691 1724 1725 1692 6 1 QUAD 70 1684 1692 1725 1726 1693 6 1 QUAD 70 1685 1693 1726 1727 1694 6 1 QUAD 70 1686 1694 1727 1728 1695 6 1 QUAD 70 1687 1695 1728 1729 1696 6 1 QUAD 70 1688 1696 1729 1730 1697 5 1 QUAD 70 1689 1697 1730 1731 1698 5 1 QUAD 70 1690 1698 1731 1732 1699 5 1 QUAD 70 1691 1699 1732 1733 1700 5 1 QUAD 70 1692 1700 1733 1734 1701 5 1 QUAD 70 1693 1701 1734 1735 1702 5 1 QUAD 70 1694 1702 1735 1736 1703 5 1 QUAD 70 1695 1703 1736 1737 1704 5 1 QUAD 70 1696 1704 1737 1738 1705 3 1 QUAD 70 1697 1705 1738 1739 1706 3 1 QUAD 70 1698 1707 1714 1715 1708 4 5 QUAD 18 1699 1708 1715 1709 0 4 5 TRI. 16 1700 1709 1715 1716 1710 4 5 QUAD 16 1701 1710 1716 1717 1711 4 5 QUAD 16 1702 1711 1717 1718 1712 4 6 QUAD 16 1703 1712 1718 1719 1713 4 8 QUAD 16 1704 1714 1740 1741 1715 9 5 QUAD 56 Project: 13182 - APPENDIX A 19 of 82 6128105 Z J K L M Incr T ,BW 1715 1741 1742 1716 4 5 QUAD 56 1716 1742 1743 1717 4 5 QUAD 56 r 1717 1743 1744 1718 4 6 QUAD 56 1718 1744 1745 1719 4 8 QUAD 56 1720 1746 1747 1721 6 1 QUAD 56 1721 1747 1748 1722 6 1 QUAD 56 1722 1748 1749 1723 6 1 QUAD 56 1712 1723 1749 1750 1724 6 1 QUAD 56 1713 1724 1750 1751 1725 6 1 QUAD 56 1714 1725 1751 1752 1726 6 1 QUAD 56 1715 1726 1752 1753 1727 6 1 QUAD 56 1716 1727 1753 1754 1728 6 1 QUAD 56 1717 1728 1754 1755 1729 6 1 QUAD 56 1718 1729 1755 1756 1730 5 1 QUAD 56 1719 1730 1756 1757 1731 5 1 QUAD 56 1720 1731 1757 1758 1732 5 1 QUAD 56 1721 1732 1758 1759 1733 5 1 QUAD 56 1722 1733 1759 1760 1734 5 1 QUAD '56 1723 1734 1760 1761 1735 5 1 QUAD 56 1724 1735 1761 1762 1736 5 1 QUAD 56 1725 1736 1762 1763 1737 5 1 QUAD 56 1726 1737 1763 1764 1738 1 1 QUAD 56 1727 1738 1764 1765 1739 1 1 QUAD 56 1728 1740 1766 1767 1741 4 5 QUAD 56 1729 1741 1767 1768 1742 4 5 QUAD 56 1730 1742 1768 1769 1743 4 5 QUAD 56 1731 1743 1769 1770 1744 4 6 QUAD 56 1732 1744 1770 1771 1745 4 8 QUAD 56 1733 1746 1772 1773 1747 6. 1 QUAD 56 1734 1747 1773 1774 1748 6 1 QUAD 56 1735 1748 1774 1775 1749 6 1 QUAD 56 1736 1749 1775 1776 1750 6 1 QUAD 56 1737 1750 1776 1777 1751 6 1 QUAD 56 1738 1751 1777 1778 1752 6 1 QUAD 56 1739 1752 1778 1779 1753 6 1 QUAD 56 1740 1753 1779 1780 1754 6 1 QUAD 56 1741 1754 1780 1781 1755 6 .1 QUAD 56 1742 1755 1781 1782 1756 5 1 QUAD 56 1743 1756 1782 1783 1757 5 1 QUAD 56 1744 1757 1783 1784 1758 5 1 QUAD 56 1745 1758 1784 1785 1759 5 1 QUAD 56 1746 1759 1785 1786 1760 5 1 QUAD 56 1747 1760 1786 1787 1761 5 1 QUAD 56 1748 1761 1787 1788 1762 5 1 QUAD 56 1749 1762 1788 1789 1763 5 1 QUAD 56 1750 1763 1789 1790 1764 1 1 QUAD 56 1751 1764 1790 1791 1765 1 1 QUAD 56 1752 1766 1792 1793 1767 4 5 QUAD 56 1753 1767 1793 1768 0 4 5 TRI. 54 1754 1768 1793 1794 1769 4 5 QUAD 54 1755 1769 1794 1795 1770 4 6 QUAD 54 1756 1770 1795 .1796 1771 4 8 QUAD 54 1757 1772 1797 1798 1773 6 1 QUAD 54 1758 1773 1798 1799 1774 6 1 QUAD 54 1759 1774 1799 1800 1775 6 1 QUAD 54 1760 1775 1800 1801 1776 6 1 QUAD 54 1761 1776 1801 1802 1777 6 1 QUAD 54 1762 1777 1802 1803 1778 6 1 QUAD 54 1763 1778 1803 1804 1779 6 .1 QUAD 54 1764 1779 1804 1805 1780 6 1 QUAD 54 1765 1780 1805 1806 1781 6 1 QUAD 54 1766 1781 1806 1807 1782 5 1 QUAD 54 1767 1782 1807 1808 1783 5 1 QUAD 54 1768 1783 1808 1809 1784 5 1 QUAD 54 1769 1784 1809 1810 1785 5 1 QUAD 54 1770 1785 1810 1811 1786 5 1 QUAD 54 1771 1786 1811 1812 1787 5 1 QUAD 54 1772 1787 1812 1813 1788 5 1 QUAD 54 1773 1788 1813 1814 1789 5 1 QUAD 54 1774 1789 1814 1815 1790 1 1 QUAD 54 Project: 13182 - APPENDIX A 19 of 82 6128105 • • `J Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 20 of 82 6/28105 Z J K L M Incr T BW 1845 1790 1815 1816 1791 1 1 QUAD 54 1846 1792 1817 1818 1793 4 5 QUAD 54 r 1793 1818 1819 1794 4 5 QUAD 54 1848 1794 1819 1820 1795 4 6 QUAD 54 1849 1795 1820 1821 1796 4 8 QUAD 54 1780 7797 1827 1828 1798 6 1 QUAD 64 1781 1798 1828 1829 1799 6 1 QUAD 64 1782 1799 1829 1830 1800 6 1 QUAD 64 1783 1800 1830 1831 1801 6 1 QUAD 64 1784 1801 1831 1832 1802 6 1 QUAD 64 1785 1802 1832 1833 1803 6 1 QUAD 64 1786 1803 1833 1834 1804 6 1 QUAD 64 1787 1804 1834 1835 1805 6 1 QUAD 64 1788 1805 1835 1836 1806 6 1 QUAD 64 1789 1806 1836 1837 1807 5 1 QUAD 64 1790 1807 1837 1838 1808 5 1 QUAD 64 1791 1808 1838 1839 1809 5 1 QUAD 64 1792 1809 1839 1840 1810 5 1 QUAD 64 1793 1810 1840 1841 1811 5 1 QUAD 64 1794 1811 1841 1842 1812 5 1 QUAD 64 1795 1812 1842 1843 1813 5 1 QUAD 64 1796 1813 1843 1844 1814 5 1 QUAD 64 1797 1814 1844 1845 1815 1 1 QUAD 64 1798 1815 1845 1846 1816 1 1 QUAD 64 1799 1817 1822 1823 1818 4 5 QUAD 14 1800 1818 1823 1824 1819 4 5 QUAD 14 1801 1819 1824 1825 1820 4 6 QUAD 14 1802 1820 1825 1826 1821 4 8 QUAD 14 1803 1822 1847 1848 1823 4 5 QUAD 54 1804 1823 1848 1849 1824 4 5 QUAD 54 1805 1824 1849 1850 1825 4 6 QUAD 54 1806 1825 1850 1851 1826 4 8 QUAD 54 1807 1827 1852 1853 1828 6 1 QUAD 54 1808 1628 1853 1854 1829 6 1 QUAD 54 1809 1829 1854 1855 1830 6 1 QUAD 54 1810 1830 1855 1856 1831 6 1 QUAD 54 1811 1831 1856 1857 1832 6 1 QUAD 54 1812 1832 1857 1858 1633 6 1 QUAD 54 1813 1633 1858 1859 1834 6 1 QUAD 54 1814 1834 1859 1860 1835 6 1 QUAD 54 1815 1835 1860 1861 1836 6 1 QUAD 54 1816 1836 1861 1862 1837 5 1 QUAD 54 1817 1837 1862 1863 1836 5 1 QUAD 54 1818 1838 1863 1864 1839 5 1 QUAD 54 1819 1839 1864 1865 1840 5 1 QUAD 54 1820 1840 1865 1866 1841 5 1 QUAD 54 1821 1841 1866 1867 1842 5 1 QUAD 54 1822 1842 1867 1868 1843 5 1 QUAD 54 1823 1843 1868 1869 1844 5 1 QUAD 54 1824 1844 1869 1870 1845 1 1 QUAD 54 1825 1845 1870 1871 1846 1 1 QUAD 54 1826 1847 1872 1873 1848 4 5 QUAD. 54 1827 1848 1873 1874 1849 4 5 QUAD 54 1828 1849 1874 1875 1850 4 6 QUAD 54 1829 1850 1875 1876 1651 4 8 QUAD 54 1830 1852 1877 1878 1853 6 1 QUAD 54 1831 1853 1878 1879 1854 6 1 QUAD 54 1832 1854 1879 1880 1855 6 1 QUAD 54 1833 1855 1880 1881 1856 6 1 QUAD 54 1834 1856 1881 1882 1857 6 1 QUAD 54 1835 1857 1882 1883 1858 6 1 QUAD 54 1836 1858 1883 1884 1859 6 1 QUAD 54 1837 1859 1884 1885 1860 6 1 QUAD 54 1838 1860 1885 1886 1861 6 1 QUAD 54 1839 1861 1886 1887 1862 5 1 QUAD 54 1840 1862 1887 1888 1863 5 1 QUAD 54 1841 1863 1888 1889 1864 5 1 QUAD 54 1842 1864 1889 1890 1865 5 1 QUAD 54 1843 1865 1890 1891 1866 5 1 QUAD 54 1844 1866 1891 1892 1867 5 1 QUAD 54 Project: 13182 - APPENDIX A 20 of 82 6/28105 I I J K I L M Incr T fBW 1845 1867 1892 1893 1868 5 1 QUAD 54 1846 1868 1893 1894 1869 5 1 QUAD 54 1847 1869 1894 1895 1870 1 1 QUAD 54 1848 1870 1895 1896 1871 1 1 QUAD 54 1849 1872 1897 1898 1673 4 5 QUAD 54 1850 1873 1898 1899 1874 4 5 QUAD 54 1851 1674 1899 1900 1875 4 6 QUAD 54 1852 1875 1900 1901 1876 4 8 QUAD 54 1853 1877 1902 1903 1878 6 1 QUAD 54 1854 1878 1903 1904 1879 6 1 QUAD 54 1855 1879 1904 1905 1880 6 1 QUAD 54 1856 1880 1905 1906 1881 6 1 QUAD 54 1857 1881 1906 1907 1882 6 1 QUAD 54 1858 1882 1907 1908 1883 6 1 QUAD 54 1859 1883 1908 1909 1884 6 1 QUAD 54 1860 1884 1909 1910 1885 6 1 QUAD 54 1861 1885 1910 1911 1886 6 1 QUAD 54 1862 1886 1911 1912 1887 5 1 QUAD 54 1863 1887 1912 1913 1888 5 1 QUAD 54 1864 1888 1913 1914 1889 5 1 QUAD 54 1865 1889 1914 1915 1890 5 1 QUAD 54 1866 1890 1915 1916 1891 5 1 QUAD 54 1867 1891 1916 1917 1892 5 1 QUAD 54 1868 1892 1917 1918 1893 5 1 QUAD 54 1869 1893 1918 1919 1894 5 1 QUAD 54 1870 1894 1919 1920 1895 1 1 QUAD 54 1871 1895 1920 1921 1896 1 1 QUAD 54 1872 1897 1922 1923 1898 4 5 QUAD 54 1873 1898 1923 1924 1899 4 5 QUAD 54 1874 1899 1924 1925 1900 4 6 QUAD 54 1875 1900 1925 1926 1901 4 8 QUAD 54 1876 1902 1932 1933 1903 6 1 QUAD 64 1877 1903 1933 1934 1904 6 1 QUAD 64 1878 1904 1934 1935 1905 6 1 QUAD 64 1879 1905 1935 1936 1906 6 1 QUAD 64 1880 1906 1936 1937 1907 6 1 QUAD 64 1881 1907 1937 1938 1908 6 1 QUAD 64 1882 1908 1938 1939 1909 6 1 QUAD 64 1883 1909 1939 1940 1910 6 1 QUAD 64 1884 1910 1940 1941 1911 6 1 QUAD 64 1885 1911 1941 1942 1912 5 1 QUAD 64 1886 1912 1942 1943 1913 5 1 QUAD 64 1887 1913 1943 1944 1914 5 1 QUAD 64 1888 1914 1944 1945 1915 5 1 QUAD 64 1889 1915 1945 1946 1916 5 1 QUAD 64 1890 1916 1946 1947 1917 5 1 QUAD 64 1891 1917 1947 . 1948 1918 5 1 QUAD 64 1892 1918 1948 1949 1919 5 1 QUAD 64 1893 1919 1949 1950 1920 1 1 QUAD 64 1894 1920 1950 1951 1921 1 1 QUAD 64 1895 1922 1927 1928 1923 4 5 QUAD 14 1896 1923 1928 1929 1924 4 5 QUAD 14 1897 1924 1929 1930 1925 4 6 QUAD 14 1898 1925 1930 1931 1926 4 8 QUAD 14 1899 1927 1952 1953 1928 4 5 QUAD 54 1900 1928 1953 1954 1929 4 5 QUAD 54 1901. 1929 1954 1955 1930 4 6 QUAD 54 1902 1930 1955 1956 1931 4 8 QUAD 54 1903 1932 1957 1958 1933 6 1 QUAD 54 1904 1933 1958 1959 1934 6 1 QUAD 54 1905 1934 1959 1960 1935 6 1 QUAD 54 1906 1935 1960 1961 . 1936 6 1 QUAD 54 1907 1936 1961 1962 1937 6 1 QUAD 54 1908 1937 1962 1963 1938 6 1 QUAD 54 1909 1938 1963 1964 1939 6 1 QUAD 54 1910 1939 1964 1965 1940 6 1 QUAD 54 1911 1940 1965 1966 1941 6 1 QUAD 54 1912 1941 1966 1967 1942 5 1 QUAD 54 1913 1942 1967 1968 1943 5 1 QUAD 54 1914 1943 1968 1969 1949 5 1 QUAD 54 Project: 13182 - APPENDIX A 20 of 82 6/28105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 21 of 82 6/28/05 I J K L M Incr T BW 1944 1969 1970 1945 5 1 QUAD 54 1945 1970 1971 1946 5 1 QUAD 54 r 1946 1971 1972 1947 5 1 QUAD 54 1947 1972 1973 1948 5 1 QUAD 54 1948 1973 1974 1949 5 1 QUAD 54 1920 1949 1974 1975 1950 1 1 QUAD 54 1921 1950 1975 1976 1951 1 1 QUAD 54 1922 1952 1977 1978 1953 4 5 QUAD 54 1923 1953 1979 1980 1954 4 5 QUAD 56 1924 1953 1978 1979 0 4 5 TRI. 54 1925 1954 1980 1981 1955 4 6 QUAD 56 1926 1955 1981 1982 1956 4 8 QUAD 56 1927 1957 1983 1984 1958 6 1 QUAD 56 1928 1958 1984 1985 1959 6 1 QUAD 56 1929 1959 1985 1986 1960 6 1 QUAD 56 1930 1960 1986 1987 1961 6 1 QUAD 56 1931 1961 1987 1988 1962 6 1 QUAD 56 1932 1962 1988 1989 1963 6 1 QUAD 56 1933 1963 1989 1990 1964 6 1 QUAD 56 1934 1964 1990 1991 1965 6 1 QUAD 56 1935 1965 1991 1992 1966 6 1 QUAD 56 1936 1966 1992 1993 1967 5 1 QUAD 56 1937 1967 1993 1994 1968 5 1 QUAD 56 1938 1968 1994 1995 1969 5 1 QUAD 56 1939 1969 1995 1996 1970 5 1 QUAD 56 1940 1970 1996 1997 1971 5 1 QUAD 56 1941 1971 1997 1998 1972 5 1 QUAD 56 1942 1972 1998 1999 1973 5 1 QUAD 56 1943 1973 1999 2000 1974 5 1 QUAD 56 1944 1974 2000 2001 1975 1 1 QUAD 56 1945 1975 2001 2002 1976 1 1 QUAD 56 1946 1977 2003 2004 1978 4 5 QUAD 56 1947 1978 2004 2005 1979 4 5 QUAD 56 1948 1979 2005 2006 1980 4 5 QUAD 56 1949 1980 2006 2007 1981 4 6 QUAD 56 1950 1981 2007 2008 1982 4 8 QUAD 56 1951 1983 2009 2010 1984 6 1 QUAD 56 1952 1984 2010 2011 1985 6 1 QUAD 56 1953 1985 2011 2012 1986 6 1 QUAD 56 1954 1986 2012 2013 1987 6 1 QUAD 56 1955 1987 2013 2014 1988 6 1 QUAD 56 1956 1988 2014 2015 1989 6 1 QUAD 56 1957 1989 2015 2016 1990 6 1 QUAD 56 1958 1990 2016 2017 1991 6 1 QUAD 56 1959 1991 2017 2018 1992 6 1 QUAD 56 1960 1992 2018 2019 1993 5 1 QUAD 56 1961 1993 2019 2020 1994 5 1 QUAD 56 1962 1994 2020 2021 1995 5 1 QUAD 56 1963 1995 2021 2022 1996 5 1 QUAD 56 1964 1996 2022 2023 1997 5 1 QUAD 56 1965 1997 2023 2024 1998 5 1 QUAD 56 1966 1998 2024 2025 1999 5 1 QUAD 56 1967 1999 2025 2026 2000 5 1 QUAD 56 1968 2000 2026 2027 2001 1 1 QUAD 56 1969 2001 2027 2028 2002 1 1 QUAD 56 1970 2003 2029 2030 2004 4 5 QUAD 56 1971 2004 2030 2031 2005 4 5 QUAD 56 1972 2005 2031 2032 2006 4 5 QUAD 56 1973 2006 2032 2033 2007 4 6 QUAD 56 1974 2007 2033 2034 2008 4 8 QUAD 56 1975 2009 2042 2043 2010 6 1 QUAD 70 1976 2010 2043 2044 2011 6 1 QUAD 70 1977 2011 2044 2045 2012 6 1 QUAD 70 1978 2012 2045 2046 2013 6 1 QUAD 70 1979 2013 2046 2047 2014 6 1 QUAD 70 1980 2014 2047 2048 2015 6 1 QUAD 70 1981 2015 2048 2049 2016 6 1 QUAD 70 1982 2016 2049 2050 2017 6 1 QUAD 70 1983 2017 2050 2051 2018 6 1 QUAD 70 1984 2018 2051 2052 2019 5 1 QUAD 70 Project: 13182 - APPENDIX A 21 of 82 6/28/05 I J K L M Incr T !MW 2019 2052 2053 2020 5 1 QUAD 70 2020 2053 2054 2021 5 1 QUAD 70 r 2021 2054 2055 2022 5 1 QUAD 70 2022 2055 2056 2023 5 1 QUAD 70 2023 2056 2057 2024 5 1 QUAD 70 1990 2024 2057 2058 2025 5 1 QUAD 70 1991 2025 2058 2059 2026 5 1 QUAD 70 1992 2026 2059 2060 2027 1 1 QUAD 70 1993 2027 2060 2061 2028 1 1 QUAD 70 1994 2029 2035 2036 2030 4 5 QUAD 16 1995 2030 2037 2038 2031 4 5 QUAD 18 1996 2030 2036 2037 0 4 5 TRI. 16 1997 2031 2038 2039 2032 4 5 QUAD 18 1998 2032 2039 2040 2033 4 6 QUAD 18 1999 2033 2040 2041 2034 4 8 QUAD 18 2000 2035 2062 2063 2036 4 5 QUAD 58 2001 2036 2063 2064 2037 4 5 QUAD 58 2002 2037 2064 2065 2038 4 5 QUAD 58 2003 2038 2065 2066 2039 4 5 QUAD 58 2004 2039 2066 2067 2040 4 6 QUAD 58 2005 2040 2067 2068 2041 4 8 QUAD 58 2006 2042 2071 2072 2043 6 1 QUAD 62 2007 2043 2072 2073 2044 6 1 QUAD 62 2008 2044 2073 2074 2045 6 1 QUAD 62 2009 2045 2074 2075 2046 6 1 QUAD 62 2010 2046 2075 2076 2047 6 1 QUAD 62 2011 2047 2076 2077 2048 6 1 QUAD 62 2012 2048 2077 2078 2049 6 1 QUAD 62 2013 2049 2078 2079 2050 6 1 QUAD 62 2014 2050 2079 2080 2051 6 1 QUAD 62 2015 2051 2080 2081 2052 5 1 QUAD 62 2016 2052 2081 2082 2053 5 1 QUAD 62 2017 2053 2082 2083 2054 5 1 QUAD 62 2018 2054 2083 2084 2055 5 1 QUAD 62 2019 2055 2084 2085 2056 5 1 QUAD 62 2020 2056 2085 2086 2057 5 1 QUAD 62 2021 2057 2086 2087 2058 5 1 QUAD 62 2022 2058 2087 2088 2059 5 1 QUAD 62 2023 2059 2088 2089 2060 3 1 QUAD 62 2024 2060 2089 2090 2061 3 1 QUAD 62 2025 2062 2121 2063 0 4 5 TRI. 120 2026 2069 2120 2121 2062 2 4 QUAD 120 2027 2063 2147 2148 2064 4 5 QUAD 172 2028 2121 2147 2063 0 4 5 TRI. 170 2029 2064 2148 2149 2065 4 5 QUAD 172 2030 2065 2149 2150 2066 4 5 QUAD 172 2031 2066 2150 2151 2067 4 6 QUAD 172 2032 2067 2151 2152 2068 4 8 QUAD 172 2033 2070 2119 2120 2069 2 4 QUAD 104 2034 2094 2118 2119 2070 2 4 QUAD 100 2035 2071 2095 2096 2072 6 1 QUAD 52 2036 2072 2096 2097. 2073 6 1 QUAD 52 2037 2073 2097 2098 2074 6 1 QUAD 52 2038 2074 2098 2099 2075 6 1 QUAD 52 2039 2075 2099 2100 2076 6 1 QUAD 52 2040 2076 2100 2101 2077 6 1 QUAD 52 2041 2077 2101 2102 2078 6 1 QUAD 52 2042 2078 2102 2103 2079 6 1 QUAD 52 2043 2079 2103 2104 2080 6 1 QUAD 52 2044 2080 2104 2105 2081 5 1 QUAD 52 2045 2081 2105 2106 2082 5 1 QUAD 52 2046 2082 2106 2107 2083 5 1 QUAD 52 2047 2083 2107 2108 2084 5 1 QUAD 52 2048 2084 2108 2109 2085 5 1 QUAD 52 2049 2085 2109 2110 2086 5 1 QUAD 52 2050 2086 2110 2111 2087 5 1 QUAD 52 2051 2087 2111 2112 2088 5 1 QUAD 52 2052 2088 2112 2113 2089 3 1 QUAD 52 2053 •2089 2113 2114 2090 3 1 QUAD 52 2054 2090 2114 2115 2091 2 2 QUAD 52 Project: 13182 - APPENDIX A 21 of 82 6/28/05 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 22 of 82 6128105 I I J K L M Incr T BW 2055 2091 2115 2116 2092 2 2 QUAD 52 2056 2092 2116 2117 2093 2 3 QUAD 52 2057 2093 2117 2118 2094 2 3 QUAD 52 2058 2095 2122 2123 2096 6 1 QUAD 58 2059 2096 2123 2124 2097 6 1 QUAD 58 2060 2097 2124 2125 2098 6 1 QUAD 58 2061 2098 2125 2126 2099 6 1 QUAD 58 2062 2099 2126 2127 2100 6 1 QUAD 58 2063 2100 2127 2128 2101 6 1 QUAD 58 2064 2101 2128 2129 2102 6 1 QUAD 58 2065 2102 2129 2130 2103 6 1 QUAD 58 2066 2103 2130 2131 2104 6 1 QUAD 58 2067 2104 2131 2132 2105 5 1 QUAD 58 2068 2105 2132 2133 2106 5 1 QUAD 58 2069 2106 2133 2134 2107 5 1 QUAD 58 2070 2107 2134 2135 2108 5 1 QUAD 58 2071 2108 2135 2136 2109 5 1 QUAD 58 2072 2109 2136 2137 2110 5 1 QUAD 58 2073 2110 2137 2138 2111 5 1 QUAD 58 2074 2111 2138 2139 2112 5 1 QUAD 58 2075 2112 2139 2140 2113 3 1 QUAD 58 2076 2113 2140 2141 2114 3 1 QUAD 58 2077 2114 2141 2142 2115 2 2 QUAD 58 2078 2115 2142 2143 2116 2 2 QUAD 58 2079 2116 2143 2144 2117 2 3 QUAD 58 2080 2117 2144 2145 2118 2 3 QUAD 58 2081 2118 2145 2119 0 2 4 TRI. 56 2082 2119 2146 2120 0 2 4 TRI. 56 2083 2119 2145 2146 0 2 4 TRI. 56 2084 2120 2146 2121 0 2 4 TRI. 54 2085 2121 2146 2147 0 2 4 TRI. 54 2086 2122 2153 2154 2123 6 1 QUAD 66 2087 2123 2154 2155 2124 6 1 QUAD 66 2088 2124 2155 2156 2125 6 1 QUAD 66 2089 2125 2156 2157 2126 6 1 QUAD 66 2090 2126 2157 2158 2127 6 1 QUAD 66 2091 2127 2158 2159 2128 6 1 QUAD 66 2092 2128 2159 2160 2129 6 1 QUAD 66 2093 2129 2160 2161 2130 6 1 QUAD 66 2094 2130 2161 2162 2131 6 1 QUAD 66 2095 2131 2162 2163 2132 5 1 QUAD 66 2096 2132 2163 2164 2133 5 1 QUAD 66 2097 2133 2164 2165 2134 5 1 QUAD 66 2098 2134 2165 2166 2135 5 1 QUAD 66 2099. 2135 2166 2167 2136 5 1 QUAD 66 2100 2136 2167 2168 2137 5 1 QUAD 66 2101 2137 2168 2169 2138 5 1 QUAD 66 2102 2138 2169 2170 2139 5 1 QUAD 66 2103 2139 .2170 2242 2171 2140 3 1 QUAD 66 2104 2140 2171 2172 2141 3 1 QUAD 66 2105 2141 2172 2173 2142 2 2 QUAD 66 2106 2142 2173 2174 2143 2 2 QUAD 66 2107 2143 2174 2175 2144 2 3 QUAD 66 2108 2144 2175 2176 ,2145 2 3 QUAD 66 2109 2145 2176 2177 2146 2 4 QUAD 66 2110 2146 2177 2178 2147 2 4 QUAD 66 2111 2147 2178 2179 2148 4 5 QUAD 66 2112 2148 2179 2180 2149 4 5 QUAD 66 2113 2149 2180 2181 2150 4 5 QUAD 66 2114 2150 2181 2182 2151 4 6 QUAD 66 2115 2151 2182 2183 2152 4 8 QUAD 66 2116 2153 2184 2185 2154 6 1 QUAD 66 2117 2154 2185 2186 2155 6 1 QUAD 66 2118 2155 2186 2187 2156 6 1 QUAD 66 2119 2156 2187 2188 2157 6 1 QUAD 66 2120 2157 2188 2189 2158 6 1 QUAD 66 2121 2158 2189 2190 2159 6 1 QUAD 66 2122 2159 2190 2191 2160 6 1 QUAD 66 2123 2160 2191 2192 2161 6 1 QUAD 66 2124 2161 2192 2193 2162 6 1 QUAD 66 Project: 13182 - APPENDIX A 22 of 82 6128105 I I J K L M Incr T I ,BW 2125 2162 2193 2194 2163 5 1 QUAD 66 2126 2163 2194 2195 '2164 5 1 QUAD 66 2127 2164 2195 2196 2165 5 1 QUAD 66 2128 2165 2196 2197 2166 5 1 QUAD 66 2129 2166 2197 2198 2167 5 1 QUAD 66 2130 2167 2198 2199 2168 5 1 QUAD 66 2131 2168 2199 2200 2169 5 1 QUAD 66 2132 2169 2200 2201 2170 5 1 QUAD_ 66 2133 2170 2201 2202 2171 1 1 QUAD 66 2134 2171 2202 2203 2172 1 1 QUAD 66 .2135 2172 2203 2204 2173 2 2 QUAD 66 2136 2173 2204 2205 2174 2 2 QUAD 66 2137 2174 2205 2206 2175 2 3 QUAD 66 2138 2175 2206 2207 2176 2 3 QUAD 66 2139 2176 2207 2208 2177 2 4 QUAD 66 2140 2177 2208 2209 2178 2 4 QUAD 66 2141 2178 2209 2210 2179 4 5 QUAD 66 2142 2179 2210 2211 2180 4 5 QUAD 66 2143 2180 2211 2212 2181 4 5 QUAD 66 2144 2181 2212 2213 2182 4 6 QUAD 66 2145 2182 2213 2214 2183 4 8 QUAD 66 2146 2184 2215 2216 2185 6 1 QUAD 66 2147 2185 2216 2217 2186 6 1 QUAD 66 2148 2186 2217 2218 2187 6 1 QUAD 66 2149 2187 2218 2219 2188 6 1 QUAD 66 2150 2188 2219 2220 2189 6 1 QUAD 66 2151 2189 2220 2221 2190 6 1 QUAD 66 2152 2190 2221 2222 2191 6 1 QUAD 66 2153 2191 2222 2223 2192 6 1 QUAD 66 2154 2192 2223 2224 2193 6 1 QUAD 66 2155 2193 2224 2225 2194 5 1 QUAD 66 2156 2194 2225 2226 2195 5 1 QUAD 66 2157 2195 2226 2227 2196 5 1 QUAD 66' 2158 2196 2227 2228 2197 5 1 QUAD 66 2159 2197 2228 2229 2198 5 1 QUAD 66. 2160 2198 2229 2230 2199 5 1 QUAD 66 2161 2199 2230 2231 2200 5 1 QUAD 66 2162 2200 2231 2232 2201 5 1 QUAD 66 2163 2201 2232 2233 2202 1 1 QUAD 66 2164 2202 2233 2234 2203 1 1 QUAD 66 2165 2203 2234 2235 2204 1 1 QUAD 66 2166 2204 2235 2236 2205 2 2 QUAD 66 2167 2205 2236 2237 2206 2 3 QUAD 66 2168 2206 2237 2238 2207 2 3 QUAD 66 2169 2207 2238 2239 2208 2 4 QUAD 66 2170 2208 2239 2240 2209 2 4 QUAD 66 2171 2209 2240 2241 2210 4 5 QUAD 66 2172 2210 2241 2242 2211 4 5 QUAD 66 2173 2211 2242 2243 2212 4 5 QUAD 66 2174 2212 2243 2244 2213 4 6 QUAD 66 2175 2213 2244 2245 2214 4 8 QUAD 66 2176 2215 2246 2247 2216 6 1 QUAD 66 2177 2216 2247 2248 2217 6 1 QUAD 66 2178 2217 2248 2249 2218 6 1 QUAD 66 2179 2218 2249 2250 2219 6 1 QUAD 66 2180 2219 2250 2251 2220 6 1 QUAD 66 2181 2220 2251 2252 2221 6 1 QUAD 66 2182 2221 2252 2253 2222 6 1 QUAD 66 2183 2222 2253 2254 2223 6 1 QUAD 66 2184 2223 2254 2255 2224 6 1 QUAD 66 2185 2224 2255 2256 2225 5 1 QUAD 66 2186 2225 2256 2257 2226 5 1 QUAD 66 2187 2226 2257 2258 2227 5 1 QUAD 66 2188 2227 2258 2259 2228 5 1 QUAD 66 2189 2228 2259 2260 2229 5 1 QUAD 66 2190 2229 2260 2261 2230 5 1 QUAD 66 2191 2230 2261 2262 2231 5 1 QUAD 66 2192 2231 2262 2263 2232 5 1 QUAD 66 2193 2232 2263 2264 2233 1 1 QUAD 66 2194 2233 2269 2265 2239 1 1 QUAD 66 Project: 13182 - APPENDIX A 22 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13162 - APPENDIX A 23 of 82 6128105 I J K L M Incr T BW 2265 2234 2265 2266 2235 1 1 QUAD 66 2266 2235 2266 2267 2236 1 1 QUAD 66 r2197 2236 2267 2268 2237 2 3 QUAD 66 2268 2237 2268 2269 2238 2 3 QUAD 66 2269 2238 2269 2270 2239 2 4 QUAD 66 2200 2239 2270 2271 2240 2 4 QUAD 66 2201 2240 2271 2272 2241 4 5 QUAD 66 2202 2241 2272 2273 2242 4 5 QUAD 66 2203 2242 2273 2274 2243 4 5 QUAD 66 2204 2243 2274 2275 2244 4 6 QUAD 66 2205 2244 2275 2276 2245 4 8 QUAD 66 2206 2246 2277 2278 2247 6 1 QUAD 66 2207 2247 2278 2279 2248 6 1 QUAD 66 2208 2248 2279 2280 2249 6 1 QUAD 66 2209 2249 2280 2281 2250 6 1 QUAD 66 2210 2250 2281 2282 2251 6 1 QUAD 66 2211 2251 2282 2283 2252 6 1 QUAD 66 2212 2252 2283 2284 2253 6 1 QUAD 66 2213 2253 2284 2285 2254 6 1 QUAD 66 2214 2254 2285 2286 2255 6 1 QUAD 66 2215 2255 2286 2287 2256 5 1 QUAD 66 2216 2256 2287 2288 2257 5 1 QUAD 66 2217 2257 2288 2289 2258 5 1 QUAD 66 2218 2258 2289 2290 2259 5 1 QUAD 66 2219 2259 2290 2291 2260 5 1 QUAD 66 2220 2260 2291 2292 2261 5 1 QUAD 66 2221 2261 2292 2293 2262 5 1 QUAD 66 2222 2262 2293 2294 2263 5 1 QUAD 66 2223 2263 2294 2295 2264 1 1 QUAD 66 2224 2264 2295 2296 2265 1 1 QUAD 66 2225 2265 2296 2297 2266 1 1 QUAD 66 2226 2266 2297 2298 2267 1 1 QUAD 66 2227 2267 2298 2299 2268 1 1 QUAD 66 2228 2268 2299 2300 2269 2 3 QUAD 66 2229 2269 2300 2301 2270 2 4 QUAD 66 2230 2270 2301 2302 2271 2 4 QUAD 66 2231 2271 2302 2303 2272 4 5 QUAD 66 2232 2272 2303 2304 2273 4 5 QUAD 66 2233 2273 2304 2305 2274 4 5 QUAD 66 2234 2274 2305 2306 2275 4 6 QUAD 66 2235 2275 2306 2307 2276 4 8 QUAD 66 2236 2277 2308 2309 2278 6 1 QUAD 66 2237 2278 2309 2310 2279 6 1 QUAD 66 2238 2279 2310 2311 2280 6 1 QUAD 66 2239 2280 2311 2312 2281 6 1 QUAD 66 2240 2281 2312 2313 2282 6 1 QUAD 66 2241 2282 2313 2314 2283 6 1 QUAD 66 2242 2283 2314 2315 2284 6 1 QUAD 66 2243 2284 2315 2316 2285 6 1 QUAD 66 2244 2285 2316 2317 2286 6 1 QUAD 66 2245 2286 2317 2318 2287 5 1 QUAD 66 2246 2287 2318 2319. 2288 5 1 QUAD 66 2247 2288 2319 2320 2289 5 1 QUAD 66 2248 2289 2320 2321 2290 5 1 QUAD 66 2249 2290 2321 2322 2291 5 1 QUAD 66 2250 2291 2322 2323 2292 5 1 QUAD 66 2251 2292 2323 2324 2293 5 1 QUAD 66 2252 2293 2324 2325 2294 5 1 QUAD 66 2253 2294 2325 2326 2295 1 1 QUAD 66 2254 2295 2326 2327 2296 1 1 QUAD 66 2255 2296 2327. 2328 2297 1 1 QUAD 66 2256 2297 2328 2329 2298 1 1 QUAD 66 2257 2298 2329 2330 2299 1 1 QUAD 66 2258 2299 2330 2331 2300 1 1 QUAD 66 2.259 2300 2331 2332 2301 2 4 QUAD 66 2260 2301 2332 2333 2302 2 4 QUAD 66 2261 2302 2333 2334 2303 4 5 QUAD 66 2262 2303 2334 2335 2304 4 5 QUAD 66 2263 2304 2335 2336 2305 4 5 QUAD 66 2264 2305 2336 2337 2306 4 6 QUAD 66 Project: 13162 - APPENDIX A 23 of 82 6128105 I J K I L M Incr T ,BW 2265 2306 2337 2338 2307 4 8 QUAD ':66 2266 2308 2339 2340 2309 6 1 QUAD '66 2267 2309 2340 2341 2310 6 1 QUAD 66 2268 2310 2341 2342 2311 6 1 QUAD 66 2269 2311 2342 2343 2312 6 1 QUAD 66 2270 2312 2343 2344 2313 6 1 QUAD 66 2271 2313 2344 2345 2314 6 1 QUAD 66 2272 2314 2345 2346 2315 6 1 QUAD 66 2273 2315 2346 2347 2316 6 1 QUAD 66 2274 2316 2347 2348 2317 6 1 QUAD 66 2275 2317 2348 2349 2318 5 1 QUAD 66 2276 2318 2349 2350 2319 5 1 QUAD 66 2277 2319 2350 2351 2320 5 1 QUAD 66 2278 2320 2351 2352 2321 5 1 QUAD 66 2279 2321 2352 2353 2322 5 1 QUAD 66 2280 2322 2353 2354 2323 5 1 QUAD 66 2281 2323 2354 2355 2324 5 1 QUAD 66 2282 2324 2355 2356 2325 5 1 QUAD 66 2283 2325 2356 2357 2326 1 1 QUAD 66 2284 2326 2357 2358 2327 1 1 QUAD 66 2285 2327 2358 2359 2328 1 1 QUAD 66 2286 2328 2359 2360 2329 1 1 QUAD 66 2287 2329 2360 2361 2330 1 1 QUAD 66 2288 2330 2361 2362 2331 1 1 QUAD 66 2289 2331 2362 2363 2332 1 1 QUAD 66 2290 2332 2363 2364 2333 2 4 QUAD 66 2291 2333 2364 2365 2334 4 5 QUAD 66 2292 2334 2365 2366 2335 4 5 QUAD 66 2293 2335 2366 2367 2336 4 5 QUAD 66 2294 2336 2367 2368 2337 4 6 QUAD 66 2295 2337 2368 2369 2338 4 8 QUAD 66 2296 2339 2370 2371. 2340 6 1 QUAD 66 2297 2340 2371 2372 2341 6 1 QUAD 66 2298 2341 2372 2373 2342 6 1 QUAD 66 2299 2342 2373 2374 2343 6 1 QUAD 66 2300 2343 2374 2375 2344 6 1 QUAD 66 2301 2344 2375 2376 2345 6 1 QUAD 66 2302 2345 2376 2377 2346 6 1 QUAD 66 2303 2346 2377 2378 2347 6 1 QUAD 66 2304 2347 2378 2379 2348 6 1 QUAD 66 2305 2348 2379 2380 2349 5 1 QUAD 66 2306 2349 2380 2381 2350 5 1 QUAD 66 2307 2350 2381 2382 2351 5 1 QUAD 66 2308 2351 2382 2383 2352 5 1 QUAD 66 2309 2352 2383 2384 2353 5 1 QUAD 66 2310 2353 2384 2385 2354 5 1 QUAD 66 2311 2354 2385 2386 2355 5 1 QUAD 66 2312 2355 2386 2387 2356 5 1 QUAD 66 2313 2356 2387 2388 2357 1 1 QUAD 66 2314 2357' 2388 2389 2358 1 1 QUAD 66 2315 2358 2389 2390 2359 1 1 QUAD 66 2316 2359 2390 2391 2360 1 1 QUAD 66 2317 2360 2391 2392 2361 1 1 QUAD 66 2318 2361 2392 2393 2362 1 1 QUAD 66 2319 2362 2393 2394 2363 1 1 QUAD 66 2320 2363 2394 2395 2364 1 1 QUAD 66 2321 2364 2395 2396 2365 4 5 QUAD 66 2322 2365 2396 2397 2366 4 5 QUAD 66 2323 2366 2397 2398 2367 4 5 QUAD 66 2324 2367 2398 2399 2368 4 6 QUAD 66 2325 2368 2399 2400 2369 4 8 QUAD 66 2326 2370 2401 2402 2371 6 1 QUAD 66 2327 2371 2402 2403 2372 6 1 QUAD 66 2328 2372 2403 2404 2373 6 1 QUAD 66 2329 2373 2404 2405 2374 6 1 QUAD 66 2330 2374 2405 2406 2375 6 1 QUAD 66 2331 2375 2406 2407 2376 6 1 QUAD 66 2332 2376 2407 2408 2377 6 1 QUAD 66 2333 2377 2408 2409 2378 6 1 QUAD 66 2334 2378 2409 2410 2379 6 1 QUAD 66 Project: 13162 - APPENDIX A 23 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 24 of 82 6128105 J K L M Incr T BW 2379Z 2410 2483 2380 5 1 QUAD 66 2380 2411 2484 2381 5 1 QUAD 66 r 2381 2412 r2413 2382 5 1 QUAD 66 2382 2413 2486 2383 5 1 QUAD 66 2383 2414 2487 2384 5 1 QUAD 66 2340 2384 2415 2416 2385 5 1 QUAD 66 2341 2385 2416 2417 2386 5 1 QUAD 66 2342 2386 2417 2418 2387 5 1 QUAD 66 2343 2387 2418 2419 2388 1 1 QUAD 66 2344 2388 2419 2420 2389 1 1 QUAD 66 2345 2389 2420 2421 2390 1 1 QUAD 66 2346 2390 2421 2422 2391 1 1 QUAD 66 2347 2391 2422 2423 2392 1 1 QUAD 66 2348 2392 2423 2424 2393 1 1 QUAD 66 2349 2393 2424 2425 2394 1 1 QUAD 66 2350 2394 2425 2426 2395 1 1 QUAD 66 2351 2395 2426 2427 2396 1 1 QUAD 66 2352 2396 2427 2428 2397 4 5 QUAD 66 2353 2397 2428 2429 2398 4 5 QUAD 66 2354 2398 2429 2430 2399 4 6 QUAD 66 2355 2399 2430 2431 2400 4 8 QUAD 66 2356 2401 2432 2433 2402 6 1 QUAD 66 2357 2402 2433 2434 2403 6 1 QUAD 66 2358 2403 2434 2435 2404 6 1 QUAD 66 2359 2404 2435 2436 2405 6 1 QUAD 66 2360 2405 2436 2437 2406 6 1 QUAD 66 2361 2406 2437 2438 2407 6 1 QUAD 66 2362 2407 2438 2439 2408 6 1 QUAD 66 2363 2408 ,2439 2440 2409 6 1 QUAD 66 2364 2409 2440 2441 2410 6 1 QUAD 66 2365 2410 2441 2442 2411 5 1 QUAD 66 2366 2411 2442 2443 2412 5 1 QUAD 66 2367 2412 2443 2444 2413 5 1 QUAD 66 2368 2413 2444 2445 2414 5 1 QUAD 66 2369 2414 2445 2446 2415 5 1 QUAD 66 2370 2415 2446 2447 2416 5 1 QUAD 66 2371 2416 2447 2448 2417 5 1 QUAD 66 2372 2417 2448 2449 2418 5 1 QUAD 66 2373 2418 2449 2450 2419 1 1 QUAD 66 2374 2419 2450 2451 2420 1 1 QUAD 66 2375 2420 2451 2452 2421 1 1 QUAD 66 2376 2421 2452 2453 2422 1 1 QUAD 66 2377 2422 2453 2454 2423 1 1 QUAD 66 2378 2423 2454 2455 2424 1 1 QUAD 66 2379 2424 2455 2456 2425 1 1 QUAD 66 2380 2425 2456 2457 2426 1 1 QUAD 66 2381 2426 2457 2458 2427 1 1 QUAD 66 2382 2427 2458 2459 2428 1 1 QUAD 66 2383 2428 2459 2460 2429 4 5 QUAD 66 2384 2429 2460 2461 2430 4 6 QUAD 66 2385 2430 2461 2462 2431 4 8 QUAD 66 2386 2432 2463 2464 2433 6 1 QUAD 66 2387 2433 2464 2465 2434 6 1 QUAD 66 2388 2434 2465 2466 2435 6 1 QUAD 66 2389 2435 2466 2467 2436 6 1 QUAD 66 2390 2436 2467 2468 2437 6 1 QUAD 66 2391 2437 2468 2469 2438 6 1 QUAD 66 2392 2436 2469 2470 2439 6 1 QUAD 66 2393 2439 2470 2471 2440 6 1 QUAD 66 2394 2440 2471 2472 2441 6 1 QUAD 66 2395 2441 2472 2473 2442 5 1 QUAD 66 2396 2442 2473 2474 2443 5 1 QUAD 66 2397 2443 2474 2475 2444 5 1 QUAD 66 2398 2444 2475 2476 2445 5 1 QUAD 66 2399 2445 2476 2477 2446 5 1 QUAD 66 2400 2446 2477 2478 2447 5 1 QUAD 66 2401 2447 2478 2479 2448 5 1 QUAD 66 2402 2448 2479 2480 2449 5 1 QUAD 66 2403 2449 2480 2481 2450 1 1 QUAD 66 2404 2450 12481 2482 2451 1 1 QUAD 66 Project: 13182 - APPENDIX A 24 of 82 6128105 J K L M Incr T ,BW 2482r2453 2483 2452 1 1 QUAD 66 2483 2484 2453 1 1 QUAD 66 r 2484 2485 2454 1 1 QUAD 66 2485 2486 2455 1 1 QUAD 66 2486 2487 2456 1 1 QUAD 66 2410 2456 2487 2488 2457 1 1 QUAD 66 2411 2457 2488 2489 2458 1 1 QUAD 66 2412 2458 2489 2490 2459 1 1 QUAD 66 2413 2459 2490 2491 2460 1 1 QUAD 66 2414 2460 2491 2492 2461 4 6 QUAD 66 2415 2461 2492 2493 2462 4 8 QUAD 66 2416 2463 2494 2495 2464 6 1 QUAD 66 2417 2464 2495 2496 2465 6 1 QUAD 66 2418 2465 2496 2497 2466 6 1 QUAD 66 2419 2466 2497 2498 2467 6 1 QUAD 66 2420 2467 2498 2499 2468 6 1 QUAD 66 2421 2468 2499 2500 2469 6 1 QUAD' 66 2422 2469 2500 2501 2470 6 1 QUAD 66 2423 2470 2501 2502 2471 6 1 QUAD 66 2424 2471 2502 2503 2472 6 1 QUAD 66 2425 2472 2503 2504 2473 5 1 QUAD 66 2426 2473 2504 2505 2474 5 1 QUAD 66 2427 2474 2505 2506 2475 5 1 QUAD 66 2428 2475 2506 2507 2476 5 1 QUAD 66 2429 2476 2507 2508 2477 5 1 QUAD 66 2430 2477 2508 2509 2478 5 1 QUAD 66 2431 2478 2509 2510 2479 5 1 QUAD 66 2432 2479 2510 2511 2480 5 1 QUAD 66 2433 2480 2511 2512 2481 1 1 QUAD 66 2434 2481 2512 2513 2462 1 1 QUAD 66 2435 2482 2513 2514 2483 1 1 QUAD 66 2436 2483 2514 2515 2484 1 1 QUAD 66 2437 2484 2515 2516 2485 1 1 QUAD 66 2438 2485 2516 2517 2486 1 1 QUAD 66 2439 2486 2517 2518 2487 1 1 QUAD 66 2440 2487 2518 2519 2488 1 1 QUAD 66 2441 2488 2519 2520 2489 1 1 QUAD 66 2442 2489 2520 2521 2490 1 1 QUAD 66 2443 2490 2521 2522 2491 1 1 QUAD 66 2444 2491 2522 2523 2492 4 6 QUAD 66 2445 2492 2523 2524 2493 4 8 QUAD 66 2446 2494 2525 2526 2495 6 1 QUAD 66 2447 2495 2526 2527 2496 6 1 QUAD 66 2448 2496 2527 2528 2497 6 1 QUAD 66 2449 2497 2528 2529 2498 6 1 QUAD 66 2450 2498 2529 2530 2499 6 1 QUAD 66 2451 2499 2530 2531 2500 6 1 QUAD 66 2452 2500 2531 2532 2501 6 1 QUAD 66 2453 2501 2532 2533 2502 6 1 QUAD 66 2454 2502 2533 2534 2503 6 1 QUAD 66 2455 2503 2534 2535 2504 5 1 QUAD 66 2456 2504 2535 2536 2505 5 1 QUAD 66 2457 2505 2536 2537 2506 5 1 QUAD 66 2458 2506 2537 2538 2507 5 1 QUAD 66 2459 2507 2538 2539 2508 5 1 QUAD 66 2460 2508 2539 2540 2509 5 1 QUAD 66 2461 2509 2540 2541 2510 5 1 QUAD 66 2462 2510 2541 2542 2511 5 1 QUAD 66 . 2463 2511 2542 2543 2512 1 1 QUAD 66 2464 2512 2543 2544 2513 1 1 QUAD 66 2465 2513 2544 2545 2514 1 1 QUAD 66 2466 2514 2545 2546 2515 1 1 QUAD 66 2467 2515 2546 2547 2516 1 1 QUAD 66 2468 2516 2547 2548 2517 1 1 QUAD 66 2469 2517 2548 2549 2518 1 1 QUAD 66 2470 2518 2549 2550 2519 1 1 QUAD 66 2471 2519 2550 2551 2520 1 1 QUAD 66 2472 2520 2551 2552 2521 1 1 QUAD 66 2473 2521 2552 2553 2522 1 1 QUAD 66 2474 2522 2553 2554 2523 4 6 QUAD 66 Project: 13182 - APPENDIX A 24 of 82 6128105 is 0 Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 25 of 82 6128105 I J K I L M Incr T BW 2475 2523 2554 2555 2524 4 8 QUAD 66 2476 2525 2556 2557 2526 6 1 QUAD 66 2477 2526 2557 2558 2527 6 1 QUAD 66 2478 2527 2558 2559 2528 6 1 QUAD 66 2479 2528 2559 2560 2529 6 1 QUAD 66 2480 2529 2560 2561 2530 6 1 QUAD 66 2481 2530 2561 2562 2531 6 1 QUAD 66 2482 2531 2562 2563 2532 6 1 QUAD 66 2483 2532 2563 2564 2533 6 1 QUAD 66 2484 2533 2564 2565 2534 6 1 QUAD 66 2485 2534 2565 2566 2535 5 1 QUAD 66 2486 2535 2566 2567 2536 5 1 QUAD 66 2487 2536 2567 2568 2537 5 1 QUAD 66 2488 2537 2568 2569 2536 5 1 QUAD 66 2489 2538 2569 2570 2539 5 1 QUAD 66 2490 2539 2570 2571 2540 5 1 QUAD 66 2491 2540 2571 2572 2541 5 1 QUAD 66 2492 2541 2572 2573 2542 5 1 QUAD 66 2493 2542 2573 2574 2543 1 1 QUAD 66 2494 2543 2574 2575 2544 1 1 QUAD 66 2495 2544 2575 2576 2545 1 1 QUAD 66 2496 2545 2576 2577 2546 1 1 QUAD 66 2497 2546 2577 2578 2547 1 1 QUAD 66 2498 2547 2578 2579 2548 1 1 QUAD 66 2499 2548 2579 2580 2549 1 1 QUAD 66 2500 2549 2580 2581 2550 1 1 QUAD 66 2501 2550 2581 2582 2551 1 1 QUAD 66 2502 2551 2582 2583 2552 1 1 QUAD 66 2503 2552 2583 2584 2553 1 1 QUAD 66 2504 2553 2584 2585 2554 4 6 QUAD 66 2505 2554 2585 2586 2555 4 8 QUAD 66 2506 2556 2587 2588 2557 6 1 QUAD 66 2507 2557 2588 2589 2558 6 1 QUAD 66 2508 2558 2589 2590 2559 6 1 QUAD 66 2509 2559 2590 2591 2560 6 1 QUAD 66 2510 2560 2591 2592 2561 6 1 QUAD 66 2511 2561 2592 2593 2562 6 1 QUAD 66 2512 2562 2593 2594 2563 6 1 QUAD 66 2513 2563 2594 2595 2564 6 1 QUAD 66 2514 2564 2595 2596 2565 6 1 QUAD 66 2515 2565 2596 2597 2566 5 1 QUAD 66 2516 2566 2597 2598 2567 5 1 QUAD 66 2517 2567 2598 2599 2568 5 1 QUAD 66 2518 2568 2599 2600 2569 5 1 QUAD 66 2519 2569 2600 2601 2570 5 1 QUAD 66 2520 2570 2601 2602 2571 5 1 QUAD 66 2521 2571 2602 2603 2572 5 1 QUAD 66 2522 2572 2603 2604 2573 5 1 QUAD 66 2523 2573 2604 2605 2574 1 1 QUAD 66 2524 2574 2605 2606 2575 1 1 QUAD 66 2525 2575 2606 2607 2576 1 1 QUAD 66 2526 2576 2607 2608 2577 1 1 QUAD 66 2527 2577 2608 2609 2578 1 1 QUAD 66 2528 2578 2609 2610 2579 1 1 QUAD 66 2529 2579 2610 2611 2580 1 1 QUAD 66 2530 2580 2611 2612 2581 1 1 QUAD 66 2531 2581 2612 2613 2582 1 1 QUAD 66 2532 2582 2613 2614 2583 1 1 QUAD 66 2533 2583 2614 2615 2584 1 1 QUAD 66 2534 2584 2615 2616 2585 4 6 QUAD 66 2535 2585 2616 2617 2586 4 8 QUAD 66 2536 2587 2618 2619 2588 6 1 QUAD 66 2537 2588 2619 2620 2589 6 1 QUAD 66 2538 2589 2620 2621 2590 6 1 QUAD 66 2539 2590 2621 2622 2591 6 1 QUAD 66 2540 2591 2622 2623 2592 6 1 QUAD 66 2541 2592 2623 2624 2593 6 1 QUAD 66 2542 2593 2624 2625 2594 6 1 QUAD 66 2543 2594 2625 2626 2595 6 1 QUAD 66 2544 2595 2626 2627 2596 6 1 QUAD 66 Project: 13182 - APPENDIX A 25 of 82 6128105 I I J K I L M Incr T ,BW 2545 2596 2627 2628 2597 5 1 QUAD 66 2546 2597 2628 2629 2598 5 1 QUAD 66 2547 2598 2629 2630 2599 5 1 QUAD 66 2548 2599 2630 2631 2600 5 1 QUAD 66 2549 2600 2631 2632 2601 5 1 QUAD 66 2550 2601 2632 2633 2602 5 1 QUAD 66 2551 2602 2633 2634 2603 5 1 QUAD 66 2552 2603 2634 2635 2604 5 1 QUAD 66 2553 2604 2635 2636 2605 1 1 QUAD 66 2554 2605 2636 2637 2606 1 1 QUAD 66 2555 2606 2637 2638 2607 1 1 QUAD 66 2556 2607 2638 2639 2608 1 1 QUAD 66 2557 2608 2639 2640 2609 1 1 QUAD 66 2558 2609 2640 2641 2610 1 1 QUAD 66 2559 2610 2641 2642 2611 1 1 QUAD 66 2560 2611 2642 2643 2612 1 1 QUAD 66 2561 2612 2643 2644 2613 1 1 QUAD 66 2562 2613 2644 2645 2614 1 1 QUAD 66 2563 2614 2645 2646 2615 1 1 QUAD 66 2564 2615 2646 2647 2616 4 6 QUAD 66 2565 2616 2647 2648 2617 4 8 QUAD 66 2566 2618 2649 2650 2619 6 1 QUAD 66 2567 2619 2650 2651 2620 6 1 QUAD 66 2568 2620 2651 2652 2621 6 1 QUAD 66 2569 2621 2652 2653 2622 6 1 QUAD 66 2570 2622 2653 2654 2623 6 1 QUAD 66 2571 2623 2654 2655 2624 6 1 QUAD 66 2572 2624 2655 2656 2625 6 1 QUAD 66 2573 2625 2656 2657 2626 6 1 QUAD. 66 2574 2626 2657 2658 2627 6 1 QUAD 66 2575 2627 2658 2659 2628 5 1 QUAD 66 2576 2628 2659 2660 2629 5 1 QUAD 66 2577 2629 2660 2661 2630 5 1 QUAD 66 2578 2630 2661 2662 2631 5 1 QUAD 66 2579 2631 2662 2663 2632 5 1 QUAD 66 2580 2632 2663 2664 2633 5 1 QUAD 66 2581 2633 2664 2665 2634 5 1 QUAD 66 2582 2634 2665 2666 2635 5 1 QUAD 66 2583 2635 2666 2667 2636 1 1 QUAD 66 2584 2636 2667 2668 2637 1 1 QUAD 66 2585 2637 2668 2669 2638 1 1 QUAD 66 2586 2638 2669 2670 2639 1 1 QUAD 66 2587 2639 2670 2671 2640 1 1 QUAD 66 2588 2640 2671 2672 2641 1 1 QUAD 66 2589 2641 2672 2673 2642 1 1 QUAD 66 2590 2642 2673 2674 2643 1 1 QUAD 66 2591 2643 2674 2675 2644 1 1 QUAD 66 2592 2644 2675 2676 2645 1 1 QUAD 66 2593 2645 2676 2677 2646 1 1 QUAD 66 2594 2646 2677 2678 2647 4 6 QUAD 66 2595 2647 2678 2679 2648 4 8 QUAD 66 2596 2649 2680 2681 2650 .6 1 QUAD 66 2597 2650 2681 2682 2651 6 1 QUAD 66 2598 2651 2682 2683 2652 6 1 QUAD 66 2599 2652 2683 2684 2653 6 1 QUAD 66 2600 2653 2684 2685 2654 6 1 QUAD 66 2601 2654 2685 2686 2655 6 1 QUAD 66 2602 2655 2686 2687 2656 6 1 QUAD 66 2603 2656 2687 2688 2657 6 1 QUAD 66 2604 2657 2688 2689 2658 6 1 QUAD 66 2605 2658 2689 2690 2659 5 1 QUAD 66 2606 2659 2690 2691 2660 5 1 QUAD 66 2607 2660 2691 2692 2661 5 1 QUAD 66 2608 2661 2692 2693 2662 5 1 QUAD 66 2609 2662 2693 2694 2663 5 1 QUAD 66 2610 2663 2694 2695 2664 5 1 QUAD 66 2611 2664 2695 2696 2665 5 1 QUAD 66 2612 2665 2696 2697 2666 5 1 QUAD 66 2613 2666 2697 2698 2667 1 1 QUAD 66 2614 2667 2698 2699 2668 1 1 QUAD 66 Project: 13182 - APPENDIX A 25 of 82 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 26 of 82 6128105 I J K I L M Incr T BW 2615 2668 2699 2700 2669 1 1 QUAD 66 2616 2669 2700 2701 2670 1 1 QUAD 66 2617 2610 2701 2702 2671 1 1 QUAD 66 2618 2671 2702 2703 2672 1 1 QUAD 66 2619 2672 2703 2704 2673 1 1 QUAD 66 2620 2673 2704 2705 2674 1 1 QUAD 66 2621 2674 2705 2706 2675 1 1 QUAD 66 2622 2675 2706 2707 2676 1 1 QUAD 66 2623 2676 2707 2708 2677 1 1 QUAD 66 2624 2677 2708 2709 2678 4 6 QUAD 66 2625 2678 2709 2710 2679 4 8 QUAD 66 2626 2680 2711 2712 2681 6 1 QUAD 66 2627 2681 2712 2713 2682 6 1 QUAD 66 2628 2682 2713 2714 2683 6 1 QUAD 66 2629 2683 2714 2715 2684 6 1 QUAD 66 2630 2684 2715 2716 2685 6 1 QUAD 66 2631 2685 2716 2717 2686 6 1 QUAD 66 2632 2686 2717 2718 2687 6 1 QUAD 66 2633 2687 2718 2719 2688 6 1 QUAD 66 2634 2688 2719 2720 2689 6 1 QUAD 66 2635 2689 2720 2721 2690 5 1 QUAD 66 2636 2690 2721 2722 2691 5 1 QUAD 66 2637 2691 2722 2723 2692 5 1 QUAD 66 2638 2692 2723 2724 2693 5 1 QUAD 66 2639 2693 2724 2725 2694 5 1 QUAD 66 2640 2694 2725 2726 2695 5 1 QUAD 66 2641 2695 2726 2727 2696 5 1 QUAD 66 2642 2696 2727 2728 2697 5 1 QUAD 66 2643 2697 2728 2729 2698 1 1 QUAD 66 2644 2698 2729 2730 2699 1 1 QUAD 66 2645 2699 2730 2731 2700 1 1 QUAD 66 2646 2700 2731 2732 2701 1 1 QUAD 66 2647 2701 2732 2733 2702 1 1 QUAD 66 2648 2702 2733 2734 2703 1 1 QUAD 66 2649 2703 2734 2735 2704 1 1 QUAD 66 2650 2704 2735 2736 2705 1 1 QUAD 66 2651 2705 2736 2737 2706 1 1 QUAD 66 2652 2706 2737 2738 2707 1 1 QUAD 66 2653 2707 2738 2739 2708 1 1 QUAD 66 2654 2708 2739 2740 2709 4 6 QUAD 66 2655 2709 2740 2741 2710 4 8 QUAD 66 2656 2711 2742 2743 2712 6 1 QUAD 66 2657 2712 2743 2744 2713 6 1 QUAD 66 2658 2713 2744 2745 2714 6 1 QUAD 66 2659 2714 2745 2746 2715 6 1 QUAD 66 2660 2715 2746 2747 2716 6 1 QUAD 66 2661 2716 2747 2748 2717 6 1 QUAD 66 2662 2717 2748 2749 2718 6 1 QUAD 66 2663 2718 2749 2750 2719 6 1 QUAD 66 2664 2719 2750 2751 2720 6 1 QUAD 66 2665 2720 2751 2752 2721 5 1 QUAD 66 2666 2721 2752 2753 2722 5 1 QUAD 66 2667 2722 2753 2754 2723 5 1 QUAD 66 2668 2723 2754 2755 2724 5 1 QUAD 66 2669 2724 2755 2756 2725 5 1 QUAD 66 2670 2725 2756 2757 2726 5 1 QUAD 66 2671 2726 2757 2758 2727 5 1 QUAD 66 2672 2727 2758 2759 2728 5 1 QUAD 66 2673 2728 2759 2760 2729 1 1 QUAD 66 2674 2729 2760 2761 2730 1 1 QUAD 66 2675 2730 2761 2762 2731 1 1 QUAD 66 2676 2731 2762 2763 2732 1 1 QUAD 66 2677 2732 2763 2764 2733 1 1 QUAD 66 2678 2733 2764 2765 2734 1 1 QUAD 66 2679 2734 2765 2766 2735 1 1 QUAD 66 2680 2735 2766 2767 2736 1 1 QUAD 66 2681 2736 2767 2768 2737 1 1 QUAD 66 2682 2737 2768 2769 2738 1 1 QUAD 66 2683 2738 2769 2770 2739 1 1 QUAD 66 2684 2739 2770 2771 2740 9 6 QUAD 66 Project: 13182 - APPENDIX A 26 of 82 6128105 Z I J K L M Incr T ,BW 2685 2740 2771 2772 2741 4 8 QUAD 66 2686 2742 2773 2774 2743 6 1 QUAD 66 2687 2743 2714 2775 2744 6 1 QUAD 66 2688 2744 2775 2776 2745 6 1 QUAD 66 2689 2745 2776 2777 2746 6 1 QUAD 66 2690 2746 2777 2778 2747 6 1 QUAD 66 2691 2747 2778 2779 2748 6 1 QUAD 66 2692 2748 2779 2780 2749 6 1 QUAD 66 2693 2749 2780 2781 2750 6 1 QUAD 66 2694 2750 2781 2782 2751 6 1 QUAD 66 2695 2751 2782 2783 2752 5 1 QUAD 66 2696 2752 2783 2784 2753 5 1 QUAD 66 2697 2753 2784 2785 2754 5 1 QUAD 66 2698 2754 2785 2786 2755 5 1 QUAD 66 2699 2755 2786 2787 2756 5 1 QUAD 66 2700 2756 2787 2788 2757 5 1 QUAD 66 2701 2757 2788 2789 2758 5 1 QUAD 66 2702 2758 2789 2790 2759 5 1 QUAD 66 2703 2759 2790 2791 2760 1 1 QUAD 66 2704 2760 2791 2792 2761 1 1 QUAD 66 2705 2761 2792 2793 2762 1 1 QUAD 66 2706 2762 2793 2794 2763 1 1 QUAD 66 2707 2763 2794 2795 2764 1 1 QUAD 66 2708 2764 2795 2796 2765 1 1 QUAD 66 2709 2765 2796 2797 2766 1 1 QUAD 66 2710 2766 2797 2798 2767 1 1 QUAD 66 2711 2767 2798 2799 2768 1 1 QUAD 66 2712 2768 2799 2800 2769 1 1 QUAD 66 2713 2769 2800 2801 2770 1 1 QUAD 66 2714 2770 2801 2802 2771 4 6 QUAD 66 2715 2771 2802 2803 2772 4 8 QUAD 66 2716 2773 2804 2805 2774 6 1 QUAD 66 2717 2774 2805 2806 2775 6 1 QUAD 66 2718 2775 2806 2807 2776 6 1 QUAD 66 2719 2776 2807 2808 2777 6 1 QUAD 66 2720 2777 2808 2809 2778 6 1 QUAD 66 2721 2778 2809 2810 2779 6 1 QUAD 66 2722 2779 2810 2811 2780 6 1 QUAD 66 2723 2780 2811 2812 2781 6 1 QUAD 66 2724 2781 2812 2813 2782 6 1 QUAD 66 2725 2782 2813 2814 2783 5 1 QUAD 66 2726 2783 2814 2815 2784 5 1 QUAD 66 2727 2784 2815 2816 2785 5 1 QUAD 66 2728 2785 2816 2817 2786 5 1 QUAD 66 2729 2786 2817 2818 2787 5 1 QUAD 66 2730 2787 2818 2819 2788 5 1 QUAD 66 2731 2788 2819 2820 2789 5 1 QUAD 66 2732 2789 2820 2821 2790 5 1 QUAD '66 2733 2790 2821 2822 2791 1 1 QUAD 66 2734 2791 2822 2823 2792 1 1 QUAD 66 2735 2792 2823 2824 2793 1 1 QUAD 66 2736 2793 2824 2825 2794 1 1 QUAD 66 2737 2794 2825 2826 2795 1 1 QUAD 66 2738 2795 2826 2827 2796 1 1 QUAD 66 2739 2796 2827 2828 2797 1 1 QUAD 66 2740 2797 2828 2829 2798 1 1 QUAD 66 2741 2798 2829 2830 2799 1 1 QUAD 66 2742 2799 2830 2831 2800 1 1 QUAD 66 2743 2800 2831 2632 2801 1 1 QUAD 66 2744 2801 2832 2833 2802 4 6 QUAD 66 2745 2802 2833 2834 2803 4 8 QUAD 66 2746 2804 2835 2836 2805 6 1 QUAD 66 2747 2805 2836 2837 2806 6 1 QUAD 66 2748 2806 2837 2838 2807 6 1 QUAD 66 2749 2807 2838 2839 2808 6 1 QUAD 66 2750 2808 2839 2840 2809 6 1 QUAD 66 2751 2809 2840 2841 2810 6 1 QUAD 66 2752 2810 2841 2842 2811 6 1 QUAD 66 2753 2811 2842 2843 2812 6 1 QUAD 66 2754 2812 2893 2899 2813 6 1 QUAD 66 Project: 13182 - APPENDIX A 26 of 82 6128105 171 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13182 - APPENDIX A 27 of 82 6128105 I' J K L M Incr T BW 2813 2844 2845 2814 5 1 QUAD 66 2814 2845 2846 2815 5 1 QUAD 66 r 2815 2846 2847 2816 5 1 QUAD 66 2816 2847 2848 2817 5 1 QUAD 66 2817 2848 2849 2818 5 1 QUAD 66 2760 2818 2849 2850 2819 5 1 QUAD 66 2761 2819 2850 2851 2820 5 1 QUAD 66 2762 2820 2851 2852 2821 5 1 QUAD 66 2763 2821 2852 2853 2822 1 1 QUAD 66 2764 2822 2853 2854 2823 1 1 QUAD 66 2765 2823 2854 2855 2824 1 1 QUAD . 66 2766 2824 2855 2856 2825 1 1 QUAD 66 2767 2825 2856 2857 2826 1 1 QUAD 66 2768 2826 2857 2858 2827 1 1 QUAD 66 2769 2827 2858 2859 2828 1 1 QUAD 66 2770 2828 2859 2860 2829 1 1 QUAD 66 2771 2829 2860 2861 2830 1 1 QUAD 66 2772 2830 2861 2862 2831 1 1 QUAD 66 2773 2831 2862 2863 2832 1 1 QUAD 66 2774 2832 2863 2864 2833 4 6 QUAD 66 2775 2833 2864 2865 2834 9 8 QUAD 66 Project: 13182 - APPENDIX A 27 of 82 6128105 • Part A: INPUT DATUM -NODAL COORDINATES A1.4 NODAL COORDINATES X, Y = X and Y coordinates of node N (in) Project. 13182 - APPENDIX A 28 of 82 6128105 X Y 1 - 1947.0 -396.9 2 - 1947.0 -378.9 3 - 1947.0 -360.9 4 - 1947.0 -342.9 5 - 1947.0 -324.9 6 - 1947.0 -306.9 7 - 1947.0 -288.9 8 - 1947.0 -270.9 9 - 1947.0 -252.9 10 - 1947.0 -234.9 11 - 1947.0 -216.9 12 - 1947.0 - 198.'9 13 - 1947.0 -180.9 14 - 1947.0 -162.9 15 - 1947.0 -144.9 16 - 1947.0 -126.9 17 - 1947.0 -108.9 18 - 1947.0 -90.9 19 - 1947.0 -72.9 20 - 1947.0 -60.9 21 - 1947.0 -45.67 22 - 1947.0 -30.44 23 - 1947.0 -15.21 24 - 1947.0 0.0 25 - 1947.0 17.37 26 - 1947.0 32.96 27 - 1947.0 46.23 28 - 1947.0 62.43 29 - 1947.0 76.1 30 - 1947.0 88.1 31 - 1947.0 112.1 32 - 1923.0 -396.9 33 - 1923.0 -378.9 34 - 1923.0 -360.9 35 - 1923.0 -342.9 36 - 1923.0 -324.9 37 - 1923.0' -306.9 38 - 1923.0 -288.9 39 - 1923.0 -270.9 40 - 1923.0 -252.9 41 - 1923.0 -234.9 42 - 1923.0 -216.9 43 - 1923.0 -198.9 44 - 1923.0 -180.9 45 - 1923.0 -162.9 46 - 1923.0 -144.9 47 - 1923.0 -126.9 48 - 1923.0 -108.9 49 - 1923.0 -90.9 50 - 1923.0 -72.9 51 - 1923.0 -60.9 52 - 1923..0 -45.67 53 - 1923.0 -30.44 54 - 1923.0 -15.21 55 - 1923.0 0.0 56 - 1923.0 17.37 57 - 1923.0 32.96 58 - 1923.0 46.23 59 - 1923.0 62.43 60 - 1923.0 76.1 61 - 1923.0 88.1 62 - 1923.0 112.1 63 - 1899.0 -396.9 64 - 1899.0 -378.9 65 - 1899.0 -360.9 Project. 13182 - APPENDIX A 28 of 82 6128105 X Y 66 - 1899.0 -342.9 67 - 1899.0 -324.9 68 r70 - 1899.0 -306.9 69 - 1899.0 -288.9 200 - 1899.0 -270.9 71 - 1899.0 -252.9 72 - 1899.0 -234.9 73 - 1899.0 -216.9 74 - 1899.0 -198.9 75 - 1899.0 -180.9 76 - 1899.0 -162.9 77 - 1899.0 -144.9 78 - 1899.0 -126.9 79 - 1899.0 -108.9 80 - 1899.0 -90.9 81 - 1899.0 -72.9 82 - 1899.0 -60.9 83 - 1899.0 -45.67 84 - 1899.0 -30.44 85 - 1899.0 -15.21 86 - 1899.0 0.0 87 - 1899.0 17.37 88 - 1899.0 32.96 89 - 1899.0 46.23 90 - 1899.0 62.43 91 - 1899.0 76.1 92 - 1899.0 88.1 93 - 1899.0 112.1 94 - 1875.0 -396.9 95 - 1875.0 -318.9 96 - 1875.0 -360.9 97 - 1875.0 -342.9 98 - 1875.0 -324.9 99 - 1875.0 -306.9 100 - 1875.0 -288.9 101 - 1875.0 -270.9 102 - 1875.0 -252.9 103 - 1875.0 -234.9 104 - 1875.0 -216.9 105 - 1875.0 -198.9 106 - 1875.0 -180.9 107 - 1875.0 -162.9 108 - 1875.0 -144.9 109 - 1875.0 -126.9 110 - 1875.0 -108.9 111 - 1875.0 -90.9 112 - 1875.0 -72.9 113 - 1875.0 -60.9 114 - 1875.0 -45.67 115 - 1875.0 - 30.44 116 - 1875.0 -15.21 117 - 1875.0 0.0 118 - 1875.0 1.7.37 119 - 1875.0 32.96 120 - 1875.0 46.23 121 - 1875.0 62.43 122 - 1875.0 76.1 123 - 1875.0 88.1 124 - 1875.0 112.1 125 - 1851.0 -396.9 126 - 1851.0 -378.9 127 - 1851.0 -360.9 128 - 1851.0 -342.9 129 - 1851.0 -324.9 130 - 1851.0 -306.9 Project. 13182 - APPENDIX A 28 of 82 6128105 X Y 196 - 1851.0 -288.9 197 - 1851.0 -270.9 r133 - 1851.0 -252.9 199 - 1851.0 -234.9 200 - 1851.0 -216.9 136 - 1851.0 -198.9 137 - 1851.0 -180.9 138 - 1851.0 -162.9 139 - 1851.0 -144.9 140 - 1851.0 -126.9 141 - 1851.0 -108.9 142 - 1851.0 -90.9 143 - 1851.0 -72.9 144 - 1851.0 -60.9 145 - 1851.0 -45.67 146 - 1851.0 -30.44 147 - 1851.0 -15.21 148 - 1851.0 0.0 149 - 1851.0 17.37 150 - 1851.0 32.96 151 - 1851.0 46.23 152 - 1851.0 62.43 153 - 1851.0 76.1 154 - 1851.0 88.1 155 - 1851.0 112.1 156 - 1827.0 -396.9 157 - 1827.0 -378.9 158 - 1827.0 -360.9 159 - 1827.0 -342.9 160 - 1821.0 -324.9 161 - 1827.0 -306.9 162 - 1827.0 -288.9 163 - 1827.0 -270.9 164 - 1827.0 -252.9 165 - 1827.0 -234.9 166 - 1827.0 -216.9 167 - 1827.0 -198.9 168 - 1827.0 -180.9 169 - 1827.0 -162.9 170 - 1827.0 -144.9 171 - 1827.0 -126.9 172 - 1827.0 -108.9 173 - 1827.0 -90.9 174 - 1827.0 -72.9 175 - 1827.0 -60.9 176 - 1827.0 -45.67 177 - 1827.0 -30.44 178 - 1827.0 -15.21 179 - 1827.0 0.0 180 - 1827.0 17.37 181 - 1827.0 32.96 182 - 1827.0 46.23 183 - 1827.0 62.43 184 - 1827.0 76.1 185 - 1827.0 88.1 186 - 1827.0 112.1 187 - 1803.0 -396.9 188 - 1803.0 -378.9 189 - 1803.0 -360.9 190 - 1803.0 -342.9 191 - 1803.0 -324.9 192 - 1803.0 -306.9 193 - 1803.0 -288.9 194 - 1803.0 -270.9 195 - 1803.0 -252.9 Project. 13182 - APPENDIX A 28 of 82 6128105 X Y. 196 - 1803.0 -234.9 197 - 1803.0 -216.9 198 - 1803.0 -198.9 199 - 1803.0 -180.9 200 - 1803.0 -162.9 201 - 1803.0 -144.9 202 - 1803.0 -126.9 203 - 1803.0 -108.9 204 - 1803.0 -90.9 205 - 1803.0 -72.9 206 - 1803.0 -60.9 207 - 1803.0 -45.67 208 - 1803.0 -30.44 209 - 1803.0 -15.21 210 - 1803.0 0.0 211 - 1803.0 17.37 212 - 1803.0 32.96 213 71803.0 46.23 214 - 1803.0 62.43 215 - 1803.0 76.1 216 - 1803.0 88.1 217 - 1803.0 112.1 218 - 1779.0 -396.9 219 - 1779.0 -378.9 220 - 1179.0 -360.9 221 - 1779.0 -342.9 222 - 1779.0 -324.9 223 - 1779.0 -306.9 224 - 1779.0 -288.9 225 - 1719.0 -270.9 226 - 1779.0 -252.9 227 - 1779.0 - 234..9 228 - 1779.0 -216.9 229 - 1779.0 -198.9 230 - 1779.0 -180.9 231 - 1779.0 -162.9 232 - 1779.0 -144.9 233 - 1779.0 -126.9 234 - 1779.0 -108.9 235 - 1779.0 -90.9 236 - 1779.0 -72.9 237 - 1779.0 -60.9 238 - 1779.0 -45.67 239 - 1779.0 -30.44 240 - 1779.0 -15.21 241 - 1779.0 0.0 242 - 1779.0 17.37 243 - 1779.0 32.96 244 - 1779.0 46.23 245 - 1779.0 62.43 246 - 1779.0 76.1 247 - 1779.0 88.1 248 - 1779.0 112.1 249 - 1755.0 -396.9 250 - 1755.0 -378.9 251 - 1755.0 -360.9 252 - 1755.0 -342.9 253 - 1755.0 7324.9 254 - 1755.0 -306.9 255 - 1755.0 -288.9 256 - 1755.0 -270.9 257 - 1755.0 -252.9 258 - 1755.0 -234.9 259 - 1755.0 -216.9 260 - 1755.0 -198.9 Project. 13182 - APPENDIX A 28 of 82 6128105 • • • Part A: INPUT DATUM - NODAL COORDINATES X Y 261 - 1755.0 -180.9 262 - 1755.0 -162.9 263 - 1755.0 -144.9 264 - 1755.0 -126.9 265 - 1755.0 -108.9 266 - 1755.0 -90.9 267 - 1755.0 -72.9 268 - 1755.0 -60.9 269 - 1755.0 -45.67 270 - 1755.0 -30.44 271 - 1755.0 -15.21 272 - 1755.0 0.0 273 - 1755.0 17.37 274 - 1755.0 32.96 275 - 1755.0 46.23 276 - 1755.0 62.43 277 - 1755.0 76.1 278 - 1755.0 88.1 279 - 1755.0 112.1 280 - 1731.0 -396.9 281 - 1731.0 -378.9 282 - 1731.0 -360.9 283 - 1731.0 -342.9 284 - 1731.0 -324.9 285 - 1731.0 -306.9 286 - 1731.0 -288.9 287 - 1731.0 -270.9 288. - 1731.0 -252.9 289 - 1731.0 -234.9 290 - 1731.0 -216.9 291 - 1731.0 -198.9 292 - 1731.0 -180.9 293 - 1731.0 -162.9 294 - 1731.0 -144.9 295 - 1731.0 -126.9 296 - 1731.0 -108.9 297 - 1731.0 -90.9 298 - 1731.0 -72.9 299 - 1731.0 -60.9 300 - 1731.0 -45.67 301 - 1731.0 -30.44 302 - 1731.0 -15.21 303 - 1731.0 0.0 304 - 1731.0 17.37' 305 - 1731.0 32.96 306 - 1731.0 46.23 307 - 1731.0 62.43 308 - 1731.0 76.1 309 - 1731.0 88.1 310 - 1731.0 112.1 311 - 1707.0 -396.9 312 - 1707.0 -378.9 313 - 1707.0 -360.9 314 - 1707.0 -342.9 315 - 1707.0 -324.9 316 - 1707.0 -306.9 317 - 1707.0 -288.9 318 - 1707.0 -270.9 319 - 1707.0 -252.9 320 - 1707.0 -234.9 321 - 1707.0 -216.9 322 - 1707.0 -198.9 323 - 1707.0 -180.9 324 - 1707.0 -162.9 325 - 1707.0 -144.9 326 - 1707.0 -126.9 327 - 1707.0 -108.9 328 - 1707.0 -90.9 329 - 1707.0 -72.9 330 - 1707.0 -60.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13182 - APPENDIX A 29 of 82 6128105 X Y - 1707.0 -45.67 - 1707.0 -30.44 r33 - 1707.0 -15.21 - 1707.0 0.0 - 1707.0 17.37 336 - 1707.0 32.96 337 - 1707.0 46.23 338 - 1707.0 62.43 339 - 1707.0 76.1 340 - 1707.0 88.1 341 - 1707.0 112.1 342 - 1683.0 -396.9 343 - 1683.0 -378.9 344 - 1683.0 -360.9 345 - 1683.0 -342.9 346 - 1683.0 -324.9 347 - 1683.0 -306.9 348 - 1683.0 -288.9 349 - 1683.0 -270.9 350 - 1683.0 -252.9 351 - 1683.0 -234.9 352 - 1683.0 -216.9 353 - 1683.0 -198.9 354 - 1683.0 -180.9 355 - 1683.0 -162.9 356 - 1683.0 -144.9 357 - 1683.0 -126.9 358 - 1683.0 -108.9 359 - 1683.0 -90.9 360 - 1683.0 -72.9 361 - 1683.0 -60.9 362 - 1683.0 -45.67 363 - 1683.0 -30.44 364 - 1683.0 -15.21 365 - 1683.0 0.0 366 - 1683.0 17.37 367 - 1683.0 32.96 368 - 1683.0 46.23 369 - 1683.0 62.43 370 - 1683.0 76.1 371 - 1683.0 88.1 372 - 1683.0 112.1 373 - 1659.0 -396.9 374 - 1659.0 -378.9 375 - 1659.0 -360.9 376 - 1659.0 -342.9 377 - 1659.0 -324.9 378 - 1659.0 -306.9 379 - 1659.0 -288.9 380 - 1659.0 -270.9 381 - 1659.0 -252.9 382 - 1659.0 -234.9 383 - 1659.0 -216.9 384 - 1659.0 -198.9 385 - 1659.0 -180.9 386 - 1659.0 -162.9 387 - 1659.0 -144.9 388 - 1659.0 -126.9 389 - 1659.0 -108.9 390 - 1659.0 -90.9 391 - 1659.0 -72.9 392 - 1659.0 -60.9 393 - 1659.0 -45.67 394 - 1659.0 -30.44 395 - 1659.0 -15.21 396 - 1659.0 0.0 397 - 1659.0 17.37 398 - 1659.0 32.96 399 - 1659.0 46.23 400 - 1659.0 62.43 Project: 13182 - APPENDIX A 29 of 82 6128105 X Y - 1659.0 76.1 - 1659.0 88.1 r03 - 1659.0 112.1 - 1635.0 -396.9 - 1635.0 -378.9 406 - 1635.0 -360.9 407 - 1635.0 -342.9 408 - 1635.0 -324.9 409 - 1635.0 -306.9 410 - 1635.0 -288.9 411 - 1635.0 -270.9 412 - 1635.0 -252.9 413 - 1635.0 -234.9 414 - 1635.0 -216.9 415 - 1635.0 -198.9 416 - 1635.0 -180.9 417 - 1635.0 -162.9 418 - 1635.0 -144.9 419 - 1635.0 -126.9 420 - 1635.0 -108.9 421 - 1635.0 -90.9 422 - 1635.0 -72.9 423 - 1635.0 -60.9 424 - 1635.0 -45.67 425 - 1635.0 -30.44 426 - 1635.0 -15.21 427 - 1635.0 0.0 428 - 1635.0 17.37 429 - 1635.0 32.96 430 - 1635.0 46.23 431 - 1635.0 62.43 432 - 1635.0 76.1 433 - 1635.0 88.1 434 - 1635.0 112.1 435 - 1611.0 -396.9 436 - 1611.0 -378.9 437 - 1611.0 -360.9 438 - 1611.0 -342.9 439 - 1611.0 -324.9 440 - 1611.0 -306.9 441 - 1611.0 -288.9 442 - 1611.0 -270.9 443 - 1611.0 -252.9 444 - 1611.0 -234.9 445 - 1611.0 -216.9 446 - 1611.0 -198.9 447 - 1611.0 -180.9 448 - 1611.0 -162.9 449 - 1611.0 -144.9 450 - 1611.0 -126.9 451 - 1611.0 -108.9 452 - 1611.0 -90.9 453 - 1611.0 -72.9 454 - 1611.0 -60.9 455 - 1611.0 -45.67 456 - 1611.0 -30.44 457 - 1611.0 -15.21 458 - 1611.0 0.0 459 - 1611.0 17.37 460 - 1611.0 32.96 461 - 1611.0 46.23 462 - 1611.0 62.43 463 - 1611.0 76.1 464 - 1611.0 88.1 465 - 1611.0 112.1 466 - 1587.0 -396.9 467 - 1587.0 -378.9 468 - 1587.0 -360.9 469 - 1587.0 -342.9 470 - 1587.0 -324.9 Project: 13182 - APPENDIX A 29 of 82 6128105 X Y,,c - 1587.0 -306.9 - 1587.0 -288.9 r74 - 1587.0 -270.9 - 1587.0 -252.9 - 1587.0 -234.9 476 - 1587.0 -216.9 477 - 1587.0 -198.9 478 - 1587.0 -180.9 479 - 1587.0 -162.9 480 - 1587.0 -144.9 481 - 1587.0 -126.9 482 - 1587.0 -108.9 483 - 1587.0 -90.9 484 - 1587.0 -72.9 485 - 1587.0 -60.9 486 - 1587.0 -45.67 487 - 1587.0 -30.44 488 - 1587.0 -15.21 489 - 1587.0 0.0 490 - 1587.0 17.37 491 - 1587.0 32.96 492 - 1587.0 46.23 493 - 1587.0 62.43 494 - 1587.0 76.1 495 - 1587.0 88.1 496 - 1587.0 112.1 497 - 1563.0 -396.9 498 - 1563.0 -378.9 499 - 1563.0 -360.9 500 - 1563.0 -342.9 501 - 1563.0 -324.9 502 - 1563.0 -306.9 503 - 1563.0 -288.9 504 - 1563.0 -270.9 505 - 1563.0 -252.9 506 - 1563.0 -234.9 507 - 1563.0 -216.9 508 - 1563.0 -198.9 509 - 1563.0 -180.9 510 - 1563.0 -162.9 511 - 1563.0 -144.9 512 - 1563.0 -126.9 513 - 1563.0 -108.9 514 - 1563.0 -90.9 515 - 1563.0 -72.9 516 - 1563.0 -60.9 517 - 1563.0 -45.67 518 - 1563.0 -30.44 519 - 1563.0 -15.21 520 - 1563.0 0.0 521 - 1563.0 17.37 522 - 1563.0 32.96 523 - 1563.0 46.23 524 - 1563.0 62.43 525 - 1563.0 76.1 526 - 1563.0 88.1 527 - 1563.0 112.1 528 - 1539.0 -396.9 529 - 1539.0 -378.9 530 - 1539.0 -360.9 531 - 1539.0 -342.9 532 - 1539.0 -324.9 533 - 1539.0 -306.9 534 - 1539.0 -288.9 535 - 1539.0 -270.9 536 - 1539.0 -252.9 537 - 1539.0 -234.9 538 - 1539.0 -216.9 539 - 1539.0 -198.9 540 - 1539.0 -180.9 Project: 13182 - APPENDIX A 29 of 82 6128105 Part A: INPUT DATUM - NODAL COORDINATES X Y 541 - 1539.0 -162.9 542 - 1539.0 -144.9 543 - 1539.0 -126.9 544 - 1539.0 -108.9 545 - 1539.0 -90.9 546 - 1539.0 -72.9 547 - 1539.0 -60.9 548 - 1539.0 -45.67 549 - 1539.0 -30.44 550 - 1539.0 - 1.5.21 551 - 1539.0 0.0 552 - 1539.0 17.37 553 - 1539.0 32.96 554 - 1539.0 46.23 555 - 1539.0 62.43 556 - 1539.0 76.1 557 - 1539.0 88.1 558 - 1539.0 112.1 559 - 1515.0 -396.9 560 - 1515.0 -378.9 561 - 1515.0 -360.9 562 - 1515.0 -342.9 563 - 1515.0 -324.9 564 - 1515.0 -306.9 565 - 1515.0 -288.9 566 - 1515.0 -270.9 567 - 1515.0 -252.9 568 - 1515.0 -234.9 569 - 1515.0 -216.9 570 - 1515.0 -198.9 571 - 1515.0 -180.9 572 - 1515.0 -162.9 573 - 1515.0 -144.9 574 - 1515.0 -126.9 575 - 1515.0 -108.9 576 - 1515.0 -90.9 577 - 1515.0 -72.9 578 - 1515.0 -60.9 579 - 1515.0 -45.67 580 - 1515.0 -30.44 581 - 1515.0 -15.21 582 - 1515.0 0.0 583 - 1515.0 17.37 584 - 1515.0 32.96 585 - 1515.0 46.23 586 - 1515.0 62.43 587 - 1515.0 76.1 588 - 1515.0 88.1 589 - 1515.0 112.1 590 - 1491.0 -396.9 591 - 1491.0 -378.9 592 - 1491.0 -360.9 593 - 1491.0 -342.9 594 - 1491.0 -324.9 595 - 1491.0 -306.9 596 - 1491.0 -288.9 597 - 1491.0 - 270.9' 598 - 1491.0 -252.9 599 - 1491.0 -234.9 600 - 1491.0 -216.9 601 - 1491.0 -198.9 602 - 1491.0 -180.9 603 - 1491.0 -162.9 604 - 1491.0 -144.9 605 - 1491.0 -126.9 606 - 1491.0 -108.9 607 - 1491.0 -90.9 608 - 1491.0 -72.9 609 - 1491.0 -60.9 610 - 1491.0 -45.67 Part A: INPUT DATUM - NODAL COORDINATES Project: 13182 - APPENDIX A 30 of 82 6128105 x Y 611 - 1491.0 -30.44 612 - 1491.0 -15.21 613 - 1491.0 0.0 614 - 1491.0 17.37 615 - 1491.0 32.96 616 - 1491.0 46.23 617 - 1491.0 62.43 618 - 1491.0 76.1 619 - 1491.0 88.1 620 - 1491.0 112.1 621 - 1467.0 -396.9 622 - 1467.0 -378.9 623 - 1467.0 -360.9 624 - 1467.0 -342.9 625 - 1467.0 -324.9 626 - 1467.0 -306.9 627 - 1467.0 -288.9 628 - 1467.0 -270.9 629 - 1467.0 -252.9 630 - 1467.0 -234.9 631 - 1467.0 -216.9 632 - 1467.0 -198.9 633 - 1467.0 -180.9 634 - 1467.0 -162.9 635 - 1467.0 -144.9 636 - 1467.0 - 126..9 637 - 1467.0 -108.9 638 - 1461.0 -90.9 639 - 1467.0 -72.9 640 - 1467.0 -60.9 641 - 1467.0 -45.67 642 - 1467.0 -30.44 643 - 1467.0 -15.21 644 - 1467.0 0.0 645 - 1467.0 17.37 646 - 1467.0 32.96 647 - 1467.0 46.23 648 - 1.467.0 62.43 649 - 1467.0 76.1 650 - 1467.0 88.1 651 - 1467.0 112.1 652 - 1443.0 -396.9 653 - 1443.0 -378.9 654 - 1443.0 -360.9 655 - 1443.0 -342.9 656 - 1443.0 - 32.4.9 '657 - 1443.0 -306.9 658 - 1443.0 -288.9 659 - 1443.0 -270.9 660 - 1443.0 -252.9 661 - 1443.0 -234.9 662 - 1443.0 -216.9 663 - 1443.0 -198.9 664 - 1443.0 -180.9 665 - 1443.0 -162.9 666 - 1443.0 -144.9 667 - 1443.0 -126.9 668 - 1443.0 -108.9 669 - 1443.0 -90.9 670 - 1443.0 -72.9 671 - 1443.0 -60.9 672 - 1443.0 -45.67 673 - 1443.0 -30.44 674 - 1443.0 -15.21 675 - 1443.0 0.0 676 - 1443.0 17.37 677 - 1443.0 32.96 678 - 1443.0 46.23 679 - 1443.0 62.43 680 - 1443.0 76.1 Project: 13182 - APPENDIX A 30 of 82 6128105 X Y 681. - 1443.0 88.1 682 - 1443.0 112.1 683 - 1419.0 -396.9 684 - 1419.0 -378.9 685 - 1419.0 -360.9 686 - 1419.0 -342.9 687 - 1419.0 -324.9 688 - 1419.0 -306.9 689 - 1419.0 -288.9 690 - 1419.0 -270.9 691 - 1419.0 -252.9 692 - 1419.0 -234.9 693 - 1419.0 -216.9 694 - 1419.0 -198.9 695 - 1419.0 -180.9 696 - 1419.0 - 162.9 697 - 1419.0 -144.9 698 - 1419.0 -126.9 699 - 1419.0 -108.9 700 - 1419.0 -90.9 701 - 1419.0 -72.9 702 - 1419.0 -60.9 703 - 1419.0 -45.67 704 - 1419.0 -30.44 705 - 1419.0 -15.21 706 - 1419.0 0.0 707 - 1419.0 17.37 708 - 1419.0 32.96 709 - 1419.0 46.23 710 - 1419.0 62.43 711 - 1419.0 76.1 712 - 1419.0 88.1 713 - 1419.0 112.1 714 - 1401.0 -396.9 715 - 1401.0 -378.9 716 - 1401.0 -360.9 717 - 1401.0 -342.9 718 - 1401.0 -324.9 719 - 1401.0 -306.9 720 - 1401.0 -288.9 721 - 1401.0 -270.9 722 - 1401.0 -252.9 723 - 1401.0 -234.9 724 - 1401.0 -216.9 725 - 1401.0 -198.9 726 - 1401.0 -180.9 727 - 1401.0 -162.9 728 - 1401.0 -144.9 729 - 1401.0 -126.9 730 - 1401.0 -108.9 731 - 1401.0 -90.9 732 - 1401..0 -72.9 733 - 1401.0 -60.9 734 - 1401.0 -45.67 735 - 1401.0 -30.44 736 - 1401.0 -15.21 737 - 1401.0 0.0 738 - 1401.0 17.37 739 - 1401.0 32.96 740 - 1401.0 46.23 741 - 1401.0 62.43 742 - 1401.0 76.1 743 - 1401.0 88.1 744 - 1401.0 112.1 745 - 1392.0 -396.9 746 - 1392.0 -378.9 747 - 1392.0 -360.9 748 - 1392.0 -342.9 749 - 1392.0 -324.9 750 - 1392.0 -306.9 Project: 13182 - APPENDIX A 30 of 82 6128105 X Y!* 751 - 1392.0 -288.9 752 - 1392.0 -270.9 753 - 1392.0 -252.9 754 - 1392.0 -234.9 755 - 1392.0 -216.9 756 - 1392.0 -198.9 757 - 1392.0 -180.9 758 - 1392.0 -162.9 759 - 1392.0 -144.9 760 - 1392.0 -126.9 761 - 1392.0 -108.9 762 - 1392.0 -90.9 763 - 1392.0 -72.9 764 - 1392.0 -60.9 765 - 1392.0 -45.67 766 - 1392.0 -30.44 767 - 1392.0 -15.21 768 - 1392.0 0.0 769 - 1392.0 8.54 770 - 1392.0 17.37 771 - 1392.0 26.96 772 - 1386.0 -396.9 773 - 1386.0 -378.9 774 - 1386.0 -360.9 775 - 1386.0 -342.9 776 - 1386.0 -324.9 777 - 1386.0 -306.9 778 - 1386.0 -288.9 779 - 1386.0 -270.9 780 - 1386.0 -252.9 781 - 1386.0 -234.9 782 - 1386.0 -216.9 783 - 1386.0 -198.9 784 - 1386.0 - 180.9 785 - 1386.0 -162.9 786 - 1386.0 -144.9 787 - 1386.0 -126.9 788 - 1386.0 -108.9 789 - 1386.0 -90.9 790 - 1386.0 -72.9 791 - 1386.0 -60.9 792 - 1386.0 -45.67 793 - 1386.0 -30.44 794 - 1386.0 -15.21 795 - 1386.0 0.0 796 - 1386.0 8.54 797 - 1384.0 17.37 798 - 1383.0 32.96 799 - 1383.0 46.23 800 - 1383.0 62.43 801 - 1383.0 76.1 802 - 1383.0. 88.1 803 - 1383.0 112.1 804 - 1383.0 27.04 805 - 1369.0 -396.9 806 - 1369.0 -378.9 807 - 1369.0 -360.9 808 - 1369.0 -342.9 809 - 1369.0 -324.9 810 - 1369.0 -306.9 811 - 1369.0 -288.9 812 - 1369.0 -270.9 813 - 1369.0 -252.9 814 - 1369.0 -234.9 815 - 1369.0 -216.9 816 - 1369.0 -198.9 817 - 1369.0 -180.9 818 - 1369.0 -162.9 819 - 1369.0 -144.9 820 - 1369.0 -126.9 Project: 13182 - APPENDIX A 30 of 82 6128105 • • • Part A: INPUT DATUM - NODAL COORDINATES X Y 821 - 1369.0 -108.9 822 - 1369.0 -90.9 823 - 1369.0 -72.9 824 - 1369.0 -60.9 825 - 1369.0 34.49 826 - 1369.0 40.65 827 - 1369.0 46.23 828 - 1369.0 62.43 829 - 1369.0 76.1 830 - 1369.0 88.1 831 - 1369.0 112.1 832 - 1356.0 40.23 833 - 1356.0 46.23 834 - 1356.0 62.43 835 - 1356.0 76.1 836 - 1356.0 88.1 837 - 1356.0 1.12.1 838 - 1349.0 -396.9 839 - 1349.0 -378.9 840 - 1349.0 -360.9 841 - 1349.0 -342.9 842 - 1349.0 -324.9 843 - 1349.0 -306.9 844 - 1349.0 -288.9 845 - 1349.0 -270.9 846 - 1349.0 -252.9 847 - 1349.0 -234.9 848 - 1349.0 -216.9 849 - 1349.0 -198.9 850 - 1349.0 -180.9 851 - 1349.0 -162.9 852 - 1349.0 -144.9 853 - 1349.0 -126.9 854 - 1349.0 -108.9 855 - 1349.0 -90.9 856 - 1349.0 -72.9 857 - 1349.0 -60.9 858 - 1342.0 45.72 859. - 1342.0 51.72 860 - 1342.0 62.43 861 - 1342.0 76.1 862 - 1342.0 88.1 863 - 1342.0 112.1 864 - 1329.0 -396.9 865 - 1329.0 -378.9 866 - 1329.0 -360.9 867 - 1329.0 -342.9 868 - 1329.0 -324.9 869 - 1329.0 -306.9 870 - 1329.0 -288.9 871 - 1329.0 -270.9 872 - 1329.0 -252.9 873 - 1329.0 -234.9 874 - 1329.0 -216.9 875 - 1329.0 -198.9 876 - 1329.0 -180.9 877 - 1329.0 -162.9 878 - 1329.0 -144.9 879 - 1329.0 -126.9 880 - 1329.0 -108.9 881 - 1329.0 -90.9 882 - 1329.0 -72.9 883 - 1329.0 -60.9 884 - 1322.0 52.02 885 - 1322.0 58.02 886 - 1322.0 62.43 887 - 1322.0 76.1 888 - 1322.0 88.1 889 - 1322.0 112.1 890 - 1309.0 -396.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13182 - APPENDIX A 31 of 82 6128105 X Y 891 - 1309.0 -378.9 892 - 1309.0 -360.9 893 - 1309.0 -342.9 894 - 1309.0 -324.9 895 - 1309.0 -306.9 896 - 1309.0 -288.9 897 - 1309.0 -270.9 898 - 1309.0 -252.9 899 - 1309.0 -234.9 900 - 1309.0 -216.9 901 - 1309.0 -198.9 902 - 1309.0 -180.9 903 - 1309.0 -162.9 904 - 1309.0 -144.9 905 - 1309.0 -126.9 906 - 1309.0 -108.9 907 - 1309.0 -90.9 908 - 1309.0 -72.9 909 - 1309.0 -60.9 910 - 1305.0 56.43 911 - 1305.0 62.43 912 - 1305.0 76.1 913 - 1305.0 88.1 914 - 1305.0 112.1 915 - 1289.0 -396.9 916 - 1289.0 -378.9 917 - 1289.0 -360.9 918 - 1289.0 -342.9 919 - 1289.0 -324.9 920 - 1289.0 -306.9 921 - 1289.0 -288.9 922 - 1289.0 -270.9 923 - 1289.0 -252.9 924 - 1289.0 -234.9 925 - 1289.0 -216.9 926 - 1289.0 -198.9 927 - 1289.0 -180.9 928 - 1289.0 -162.9 929 - 1289.0 -144.9 930 - 1289.0 -126.9 931 - 1289.0 -108.9 932 - 1289.0 -90.9 933 - 1289.0 -72.9 934 - 1289.0 -60.9 935 - 1288.0 59.81 936 - 1288.0 65.81 937 - 1288.0 76.1 938 - 1288.0 88.1 939 - 1288.0 112.1 940 - 1271.0 62.2 941 - 1271.0 68.2 942 - 1271.0 76.1 943 - 1271.0 88.1 944 - 1271.0 112.1 945 - 1269.0 -396.9 946 - 1269.0 -378.9 947 - 1269.0 -360.9 948 - 1269.0 -342.9 949 - 1269.0 -324.9 950 - 1269.0 -306.9 951 - 1269.0 -288.9 952 - 1269.0 -270.9 953 - 1269.0 -252.9 954 - 1269.0 -234.9 955 - 1269.0 -216.9 956 - 1269.0 -198.9 957 - 1269.0 -180.9 958 - 1269.0 -162.9 959 - 1269.0 -144.9 960 - 1269.0 -126.9 Project: 13182 - APPENDIX A 31 of 82 6128105 X Y 961 - 1269.0 -108.9 962 - 1269.0 -90.9 963 - 1269.0 -72.9 964 - 1269.0 -60.9 965 - 1254.0 63.63 966 - 1254.0 69.63 967 - 1254.0 76.1 ' 968 - 1254.0 88.1 969 - 1254.0 112.1 970 - 1249.0 -396.9 971 - 1249.0 -378.9 972 - 1249.0 -360.9 973 - 1249.0 -342.9 974 - 1249.0 -324.9 975 - 1249.0 -306.9 976 - 1249.0 -288.9 977 - 1249.0 -270.9 978 - 1249.0 -252.9 979 - 1249.0 -234.9 980 - 1249.0 -216.9 981 - 1249.0 -198.9 982 - 1249.0 -180.9 983 - 1249.0 -162.9 984 - 1249.0 -144.9 985 - 1249.0 -126.9 986 - 1249.0 -108.9 987 - 1249.0 -90.9 988 - 1249.0 -72.9 989 - 1249.0 -60.9 990 - 1237.0 64.1 991 - 1237.0 70.1 992 - 1237.0 76.1 993 - 1237.0 88.1 994 - 1237.0 112.1 995 - 1225.0 -396.9 996 - 1225.0 -378.9 997 - 1225.0 -360.9 998 - 1225.0 -342.9 999 - 1225.0 -324.9 1000 - 1225.0 -306.9 1001 - 1225.0 -288.9 1002 - 1225.0 -270.9 1003 - 1225.0 -252.9 1004 - 1225.0 -234.9 1005 - 1225.0 -216.9 1006 - 1225.0 -198.9 1007 - 1225.0 -180.9 1008 - 1225.0 -162.9 1009 - 1225.0 -144.9 1010 - 1225.0 -126.9 1011 - 1225.0 -108.9 1012 - 1225.0 -90.9 1013 - 1225.0 -72.9 1014 - 1225.0 -60.9 1015 - 1220.0 63.63 1016 - 1220.0 69.63 1017 - 1220.0 76.1 1018 - 1220.0 88.1 1019 - 1220.0 112.1 1020 - 1205.0 -396.9 1021 - 1205.0 -378.9 1022 - 1205.0 -360.9 1023 - 1205.0 -342.9 1024 - 1205.0 -324.9 1025 - 1205.0 -306.9 1026 - 1205.0 -288.9 1027 - 1205.0 -270.9 1028 - 1205.0 -252.9 1029 - 1205.0 -234.9 1030 - 1205.0 -216.9 Project: 13182 - APPENDIX A 31 of 82 6128105 X Y.•e -- 1031 - 1205.0 -198.9 1032 - 1205.0 -180.9 1033 - 1205.0 -162.9 1034 - 1205.0 -144.9 1035 - 1205.0 -126.9 1036 - 1205.0 -108.9 1037 - 1205.0 -90.9 1038 - 1205.0 -72.9 1039 - 1205.0 -60.9 1040 - 1203.0 62.2 1041 - 1203.0 68.2 1042 - 1203.0 76.1 1043 - 1203.0 88.1 1044 - 1203.0 112.1 1045 - 1186.0 59.81 1046 - 1186.0 65.81 1047 - 1186.0 76.1 1048 - 1186.0 88.1 1049 - 1186.0 112.1 1050 - 1185.0 -396.9 1051 - 1185.0 -378.9 1052 - 1185.0 -360.9 1053 - 1185.0 -342.9 1054 - 1185.0 -324.9 1055 - 1185.0 -306.9 1056 - 1185.0 -288.9 1057 - 1185.0 -270.9 1058 - 1185.0 -252.9 1059 - 1185.0 -234.9 1060 - 1185.0 - 216.9 1061 - 1185.0 -198.9 1062 - 1185.0 -180.9 1063 - 1185.0 -162.9 1064 - 1185.0 -144.9 1065 - 1185.0 -126.9 1066 - 1185.0 -108.9 1067 - 1185.0 -90.9 1068 - 1185.0 -72.9 1069 - 1185.0 -60.9 1070 - 1169.0 56.43 1071 - 1169.0 62.43 1072 - 1169.0 76.1 1073 - 1169.0 88.1 1074 - 1169.0 112.1 1075 - 1165.0 -396.9 1076 - 1165.0 -378.9 1077 - 1165.0 -360.9 1078 - 1165.0 -342.9 1079 - 1165.0 -324.9 1080 - 1165.0 -306.9 1081 - 1165.0 -288.9 1082 - 1165.0 7270.9 1083 - 1165.0 -252.9 1084 - 1165.0 -234.9 1085 - 1165.0 -216.9 1086 - 1165.0 -198.9 1087 - 1165.0 -180.9 1088 - 1165.0 -162.9 1089 - 1165.0 -144.9 1090 - 1165.0 -126.9 1091 - 1165.0 -108.9 1092 - 1165.0 -90.9 1093 - 1165.0 -72.9 1094 - 1165.0 -60.9 1095 - 1152.0 52.02 1096 - 1152.0 58.02 1097 - 1152.0 62.43 1098 - 1152.0 76.1 1099 - 1152.0 88.1 1100 - 1152.0 112.1 Project: 13182 - APPENDIX A 31 of 82 6128105 • • • Part A: INPUT DATUM -NODAL COORDINATES X Y 1101 - 1145.0 -396.9 1102 - 1145.0 -378.9 1103 - 1145.0 -360.9 1104 - 1145.0 -342.9 1105 - 1145.0 -324.9 1106 - 1145.0 -306.9 1107 - 1145.0 -288.9 1108 - 1145.0 -270.9 1109 - 1145.0 -252.9 1110 - 1145.0 -234.9 1111 - 1145.0 -216.9 1112 - 1145.0 -198.9 1113 - 1145.0 -180.9 1114 - 1145.0 -162.9 1115 - 1145.0 -144.9 1116 - 1145.0 -126.9 1117 - 1145.0 -108.9 1118 - 1145.0 -90.9 1119 - 1145.0 -72.9 1120 - 1145.0 -60.9 1121 - 1133.0 45.72 1122 - 1133.0 51.72 1123 - 1133.0 62.43 1124 - 1133.0 76.1 1125 - 1133.0 88.1 1126 - 1133.0 112.1 1127 - 1125.0 -396.9 1128 - 1125.0 -378.9 1129 - 1125.0 -360.9 1130 - 1125.0 -342.9 1131 - 1125.0 -324.9 1132 - 1125.0 -306.9 1133 - 1125.0 -288.9 1134 - 1125.0 -270.9 1135 - 1125.0 -252.9 1136 - 1125.0 -234.9 1137 - 1125.0 -216.9 1138 - 1125.0 -198.9 1139 - 1125.0 -180.9 1140 - 1125.0 -162.9 1141 - 1125.0 -144.9 1142 - 1125.0 -126.9 1143 - 1125.0 -108.9 1144 - 1125.0 -90.9 1145 - 1125.0 -72.9 1146 - 1125.0 -60.9 1147 - 1119.0 40.23 1148 - 1119.0 46.23 1149 - 1119.0 62.43 1150 - 1119.0 76.1 1151 - 1119.0 88.1 1152 - 1119.0. 112.1 1153 - 1105.0 34.49 1154 - 1105.0 40.65 1155 - 1105.0 46.23 1156 - 1105.0 62.43 1157 - 1105.0 76.1 1158 - 1105.0 88.1 1159 - 1105.0 112.1 1160 - 1105.0 -396.9 1161 - 1105.0 -378.9 1162 - 1105.0 -360.9 1163 - 1105.0 -342.9 1164 - 1105.0 -324.9 1165 - 1105.0 -306.9 1166 - 1105.0 -288.9 1167 - 1105.0 -270.9 1168 - 1105.0 -252.9 1169 - 1105.0 -234.9 1170 - 1105.0 -216.9 Part A: INPUT DATUM -NODAL COORDINATES Project: 13182 - APPENDIX A 32 of 82 6128105 X Y 1171 - 1105.0 -198.9 1172 - 1105.0 -180.9 1173 - 1105.0 -162.9 1174 - 1105.0 -144.9 1175 - 1105.0 -126.9 1176 - 1105.0 -108.9 1177 - 1105.0 -90.9 1178 - 1105.0 -72.9 1179 - 1105.0 -60.9 1180 - 1092.0 27.04 1181 - 1092.0 32.96 1182 - 1092.0 46.23 1183 - 1092.0 62.43 1184 - 1092.0 76.1 1185 - 1092.0 88.1 1186 - 1092.0 112.1 1187 - 1090.0 17.37 1188 - 1089.0 8.54 1189 - 1088.0 -396.9 1190 - 1088.0 -378.9 1191 - 1088.0 -360.9 1192 - 1088.0 - 342.9 1193 - 1088.0 -324.9 1194 - 1088.0 -306.9 1195 - 1088.0 -288.9 1196 - 1088.0 -270.9 1197 - 1088.0 -252.9 1198 - 1088.0 -234.9 1199 - 1088.0 -216.9 1200 - 1088.0 -198.9 1201 - 1088.0 -180.9 1202 - 1088.0 -162.9 1203 - 1088.0 -144.9 1204 - 1088.0 -126.9 1205 - 1088.0 -108.9 1206 - 1088.0 -90.9 1207 - 1088.0 -72.9 1208 - 1088.0 -60.9 1209 - 1088.0 -45.67 1210 - 1088.0 -30.44 1211 - 1088.0 -15.21 1212 - 1088.0 0.0 1213 - 1074.0 -396.9 1214 - 1074.0 -378.9 1215 - 1074.0 -360.9 1216 - 1074.0 -342.9 1217 - 1074.0 -324.9 1218 - 1074.0 -306.9 1219 - 1074.0 -288.9 1220 - 1074.0 -270.9 1221 - 1074.0 -252.9 1222 - 1074.0 -234.9 1223 - 1074.0 -216.9 1224 - 1074.0 -198.9 1225 - 1074.0 -180.9 1226 - 1074.0 -162.9 1227 - 1074.0 -144.9 1228 - 1074.0 -126.9 1229 - 1074.0 -108.9 1230 - 1074.0 -90.9 1231 - 1074.0 -72.9 1232 - 1074.0 -60.9 1233 - 1074.0 -45.67 1234 - 1074.0 -30.44 1235 - 1074.0 -15.21 1236 - 1074.0 0.0 1237 - 1074.0 8.54 1238 - 1072.0 17.37 1239 - 1071.0 32.96 1240 - 1071.0 46.23 Project: 13182 - APPENDIX A 32 of 82 6128105 X Y 1241 - 1071.0 62.43 1242 - 1071.0 76.1 1243 - 1071.0 88.1 1244 - 1071.0 112.1 1245 - 1071.0 27.04 1246 - 1057.0 -396.9 1247 - 1057.0 -378.9 1248 - 1057.0 -360.9 1249 - 1057.0 -342.9 1250 - 1057.0 -324.9 1251 - 1057.0 -306.9 1252 - 1057.0 -288.9 1253 - 1057.0 -270.9 1254 - 1057.0 -252.9 1255 - 1057.0 -234.9 1256 - 1057.0 -216.9 1257 - 1057.0 -198.9 1258 - 1057.0 -180.9 1259 - 1057.0 -162.9 1260 - 1057.0 -144.9 1261 - 1057.0 -126.9 1262 - 1057.0 -108.9 1263 - 1057.0 -90.9 1264 - 1057.0 -72.9 1265 - 1057.0 -60.9 1266 - 1057.0 34.49 1267 - 1057.0 40.65 1268 - 1057.0 46.23 1269 - 1057.0 62.43 1270 - 1057.0 76.1 1271 - 1057.0 88.1 1272 - 1057.0 112.1 1273 - 1044.0 40.23 1274 - 1044.0 46.23 1275 - 1044.0 62.43 1276 - 1044.0 76.1 1277 - 1044.0 88.1 1278 - 1044.0 112.1 1279 - 1037.0 -396.9 1280 - 1037.0 -378.9 1281 - 1037.0 -360.9 1282 - 1037.0 -342.9 1283 - 1037.0 -324.9 1284 - 1037.0 -306.9 1285 - 1037.0 -288.9 1286 - 1037.0 -270.9 1287 - 1037.0 -252.9 1288 - 1037.0 -234.9 1289 - 1037.0 -216.9 1290 - 1037.0 -198.9 1291 - 1037.0 -180.9 1292 - 1037.0 - 1.62.9 1293 - 1037.0 -144.9 1294 - 1037.0 -126.9 1295 - 1037.0 -108.9 1296 - 1037.0 -90.9 1297 - 1037.0 -72.9 1298 - 1037.0 -60.9 1299 - 1030.0 45.72 1300 - 1030.0 51.72 1301 - 1030.0 62.43 1302 - 1030.0 76.1 1303 - 1030.0 88.1 1304 - 1030.0 112.1 1305 - 1017.0 -396.9 1306 - 1017.0 -378.9 1307 - 1017.0 -360.9 1308 - 1017.0 -342.9 1309 - 1017.0 -324.9 1310 - 1017.0 -306.9 Project: 13182 - APPENDIX A 32 of 82 6128105 X Y..e 1311 -1017. T -288.9 1312 - 1017.0 -270.9 1313 - 1017.0 -252.9 1314 - 1017.0 -234.9 1315 - 1017.0 -216.9 1316 - 1017.0 -198.9 1317 - 1017.0 -180.9 1318 - 1017.0 -162.9 1319 - 1017.0 -144.9 1320 - 1017.0 -126.9 1321 - 1017.0 -108.9 1322 - 1017.0 -90.9 1323 - 1017.0 -72.9 1324 - 1017.0 -60.9 1325 - 1010.0 52.02 1326 - 1010.0 58.02 1327 - 1010.0 62.43 1328 - 1010.0 76.1 1329 - 1010.0 88.1 1330 - 1010.0 112.1 1331 -997.4 -396.9 1332 -997.4 -378.9 1333 -997.4 -360.9 1334 -997.4 -342.9 1335 -997.4 -324.9 1336 -997.4 -306.9 1337 -997.4 -288.9 1338 -997.4 -270.9 1339 -997.4 -252.9 1340 -997.4 -234.9 1341 -997.4 -216.9 1342 -997.4 -198.9 1343 -997.4 -180.9 1344 -997.4 -162.9 1345 -997.4 -144.9 1346 -997.4 -126.9 1347 -997.4 -108.9 1348 -997.4 -90.9 1349 -997.4 -72.9 1350 -997.4 -60.9 1351 -993.4 56.43 1352 -993.4 62.43 1353 -993.4 76.1 1354 -993.4 88.1 1355 -993.4 112.1 1356 -977.4 -396.9 1357 -977.4 -378.9 1358 -977.4 -360.9 1359 -977.4 -342.9 1360 -977.4 -324.9 1361 -977.4 -306.9 1362 -971.4 -288.9 1363 -977.4 -270.9 1364 -977.4 -252.9 1365 -977.4 -234.9 1366 -977.4 -216.9 1367 -977.4 -198.9 1368 -977.4 -180.9 1369 -977.4 -162.9 1370 -977.4 -144.9 1371 -977.4 -126.9 1372 -977.4 -108.9 1373 -977.4 -90.9 1374 -977.4 -72.9 1375 -977.4 -60.9 1376 -976.4 59.81 1377 -976.4 65.81 1378 -976.4 76.1 1379 -976.4 88.1 1380 -976.4 112.1 Project: 13182 - APPENDIX A 32 of 82 6128105 • • • Part A: INPUT DATUM - NODAL COORDINATES X Y 1381 -959.4 62.2 1382 -959.4 68.2 1383 -959.4 76.1 1384 -959.4 88.1 1385 -959.4 112.1 1386 -957.4 -396.9 1387 -957.4 -378.9 1388 -957.4 -360.9 1389 -957.4 -342.9 1390 -957.4 -324.9 1391 -957.4 -306.9 1392 -957.4 -288.9 1393 -957.4 -270.9 1394 -957.4 -252.9 1395 -957.4 -234.9 1396 -957.4 -216.9 1397 -957.4 -198.9 1398. -957.4 -180.9 1399 -957.4 -162.9 1400 -957.4 -144.9 1401 -957.4 -126.9 1402 -957.4 -108.9 1403 -957.4 -90.9 1404 -957.4 -72.9 1405 -957.4 -60.9 1406 -942.4 63.63 1407 -942.4 69.63 1408 -942.4 76.1 1409 -942.4 88.1 1410 -942.4 112.1 1411 -937.4 -396.9 1412 -937.4 -378.9 1413 -937.4 -360.9 1414 -937.4 -342.9 1415 -937.4 -324.9 1416 -937.4 -306.9 1417 -937.4 -288.9 1418 -937.4 -270.9 1419 -937.4 -252.9 1420 -937.4 -234.9 1421 -937.4 -216.9 1422 -937.4 -198.9 1423 -937.4 -180.9 1424 -937.4 -162.9 1425 -937.4 -144.9 1426 -937.4 -126.9 1427 -937.4 -108.9 1428 -937.4 -90.9 1429 -937.4 -72.9 1430 -937.4 -60.9 1431 -925.4 64.1 1432 -925.4 70.1 1433 -925.4 76.1 1434 -925.4 88.1 1435 -925.4 112.1 1436 -913.4 -396.9 1437 -913.4 -378.9 1438 -913.4 - 360.9. 1439 -913.4 -342.9 1440 -913.4 -324.9 1441 -913.4 -306.9 1442 -913.4 -288.9 1443 -913.4 -270.9 1444 -913.4 -252.9 1445 -913.4 -234.9 1446 -913.4 -216.9 1447 -913.4 -198.9 1448 -913.4 -180.9 1449 -913.4 -162.9 1450 -913.4 -144.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13182 - APPENDIX A 33 of 82 6126105 X Y 1521 -913.4 -126.9 1522 -913.4 -108.9 r1453 -913.4 -90.9 1524 -913.4 -72.9 1525 -913.4 -60.9 1456 -908.4 63.63 1457 -908.4 69.63 1458 -908.4 76.1 1459 -908.4 88.1 1460 -908.4 112.1 1461 -893.4 -396.9 1462 -893.4 -378.9 1463 -893.4 -360.9 1464 -893.4 -342.9 1465 -893.4 -324.9 1466 -893.4 -306.9 1467 -893.4 -288.9 1468 -893.4 -270.9 1469 -893.4 -252.9 1470 -893.4 -234.9 1471 -893.4 -216.9 1472 -893.4 -198.9 1473 -893.4 -180.9 1474 -893.4 -162.9 1475 -893.4 -144.9 1476 -893.4 -126.9 1477 -893.4 -108.9 1478 -893.4 -90.9 1479 -893.4 -72.9 1480 -893.4 -60.9 1481 -891.4 62.2 1482 -891.4 68.2 1483 -891.4 76.1 1484 -891.4 88.1 1485 -891.4 112.1 1486 -874.4 59.81 1487 -874.4 65.81 1488 -874.4 76.1 1489 -874.4 88.1 1490 -874.4 112.1 1491 -873.4 -396.9 1492 -873.4 -378.9 1493 -873.4 -360.9 1494 -873.4 -342.9 1495 -873.4 -324.9 1496 -873.4 -306.9 1497 -873.4 -288.9 1498 -873.4 -270.9 1499 -873.4 -252.9 1500 -873.4 -234.9 1501 -873.4 -216.9 1502 -873.4 -198.9 1503 -873.4 -180.9 1504 -873.4 -162.9 1505 -873.4 -144.9 1506 -873.4 -126.9 1507 -873.4 -108.9 '1508 -873.4 -90.9 1509 -873.4 -72.9 1510 -873.4 -60.9 1511 -857.4 56.43 1512 -857.4 62.43 1513 -857.4 76.1 1514 -857.4 88.1 1515 -857.4 112.1 1516 -853.4 -396.9 1517 -853.4 -378.9 1518 -853.4 -360.9 1519 -853.4 -342.9 1520 -853.4 -324.9 Project: 13182 - APPENDIX A 33 of 82 6126105 X Y 1521 -853.4 -306.9 1522 -853.4 -288.9 1523 -853.4 -270.9 1524 -853.4 -252.9 1525 -853.4 -234.9 1526 -853.4 -216.9 1527 -853.4 -198.9 1528 -853.4 -180.9 1529 -853.4 -162.9 1530 -853.4 -144.9 1531 -853.4 -126.9 1532 -853.4 -108.9 1533 -853.4 -90.9 1534 -853.4 -72.9 1535 -853.4 -60.9 1536 -890.4 52.02 1537 -840.4 58.02 1538 -840.4 62.43 1539 -840.4 76.1 1540 -840.4 88.1 1541 -840.4 112.1 1542 -833.4 -396.9 1543 -833.4 -378.9 1544 -833.4 -360.9 1545 -833.4 -342.9 1546 -833.4 -324.9 1547 -833.4 -306.9 1548 -833.4 -288.9 1549 . -833.4 -270.9 1550 -833.4 -252.9 1551 -833.4 -234.9 1552 -833.4 -216.9 1553 -833.4 -198.9 1554 -833.4 -180.9 1555 -833.4 -162.9 1556 -833.4 -144.9 1557 -833.4 - 126.9 1558 -833.4 -108.9 1559 -833.4 -90.9 1560 -833.4 -72.9 1561 -833.4 -60.9 1562 -821.1 45.72 1563 -821.1 51.72 1564 -821.1 62.43 1565 -821.1 76.1 1566 -821.1 88.1 1567 -821.1 112.1 1568 -813.4 -396.9 1569 -813.4 -378.9 1570 -813.4 -360.9 1571 -813.4 -342.9 1572 -813.4 -324.9 1573 -813.4 -306.9 1574 -813.4 -288.9 1575 -813.4 -270.9 1576 -813.4 -252.9 1577 -813.4 -234.9 1578 -813.4 -216.9 1579 -813.4 -198.9 1580 -813.4 -180.9 1581 7813.4 -162.9 1582 -813.4 -144.9 1583 -813.4 -126.9 1584 -813.4 -108.9 1585 -813.4 -90.9 1586 -813.4 -72.9 1587 -813.4 -60.9 1588 -806.6 40.23 1589 -806.6 46.23 1590 -8 6.6 62.43 Project: 13182 - APPENDIX A 33 of 82 6126105 X Y,:+ 1591 -806.6 76.1 1592 -806.6 88.1 1593 -806.6 112.1 1594 -793.4 34.49 1595 -793.4 40.65 1596 -793.4 46.23 1597 -793.4 62.43 1598 -793.4 76.1 1599 -793.4 88.1 1600 -793.4 112.1 1601 -793.4 -396.9 1602 -793.4 -378.9 1603 -793.4 -360.9 1604 -793.4 -342.9 1605 -793.4 -324.9 1606 -793.4 -306.9 1607 -793.4 -288.9 1608 -793.4 -270.9 1609 -793.4 -252.9 1610 -793.4 -234.9 1611 -793.4 -216.9 1612 -793.4 -198.9 1613 -793.4 -180.9 1614 -793.4 -162.9 1615 -793.4 -144.9 1616 -793.4 -126.9 1617 -793.4 -108.9 1618 -793.4 -90.9 1619 -793.4 -72.9 1620 -793.4 -60.9 1621 -779.8 27.04 1622 -779.7 32.96 1623 -779.7 46.23 1624 -779.7 62.43 1625 -779.7 76.1 1626 -779.7 88.1 1627 -779.7 112.1 1628 -778.4 17.37 1629 -776.9 8.54 1630 -776.4 -396.9 1631 -776.4 -378.9 1632 -776.4 -360.9 1633 -776.4 -342.9 1634 -776.4 -324.9 1635 -776.4 -306.9 1636 -776.4 -288.9 1637 -776.4 -270.9 1638 -776.4 -252.9 1639 -776.4 -234.9 1640 -776.4 -216.9 1641 -776.4 -198.9 1642 -776.4 - 180..9 1643 -776.4 -162.9 1644 -776.4 -144.9 1645 -776.4 -126.9 1646 -776.4 -108.9 1647 -776.4 -90..9 1648 -776.4 -72.9 1649 -776.4 -60.9 1650 -776.4 -45.67 1651 -776.4 -30.44 1652 -776.4 -15.21 1653 -776.4 0.0 1654 -762.4 -396.9 1655 -762.4 -378.9 1656 -762.4 -360.9 1657 -762.4 -342.9 1658 -762.4 -324.9 1659 -762.4 -306.9 1660 -762.4 -288.9 Project: 13182 - APPENDIX A 33 of 82 6126105 u • • Part A: INPUT DATUM -NODAL COORDINATES X Y 1661 -762.4 -270.9 1662 -762.4 -252.9 1663 -762.4 -234.9 1664 -762.4 -216.9 1665 -762.4 -198.9 1666 -762.4 -180.9 1667 -762.4 -162.9 1668 -762.4 -144.9 1669 -762.4 -126.9 1670 -762.4 -108.9 1671 -762.4 -90.9 1672 -762.4 -72.9 1673 -762.4 -60.9 1674 -762.4 -45.67 1675 -762.4 -30.44 1676 -762.4 -15.21 1677 -762.4 2.13 1678 -761.9 8.54 1679 -760.4 17.37 1680 -759.0 32.96 1681 -759.0 46.23 1682 -759.0 62.43 1683 -759.0 76.1 1684 -759.0 88.1 1685 -759.0 112.1 1686 -758.9 27.04 1687 -745.4 -396.9 1688 -745.4 -378.9 1689 -745.4 -360.9 1690 -745.4 -342.9 1691 -745.4 -324.9 1692 -745.4 -306.9 1693 -745.4 -288.9 1694 -745.4 -270.9 1695 -745.4 -252.9 1696 -745.4 -234.9 1697 -745.4 -216.9 1698 -745.4 -198.9 1699 -745.4 -180.9 1700 -745.4 -162.9 1701 -745.4 -144.9 1702 -745.4 -126.9 1703 -745.4 -108.9 1704 -745.4 -90.9 1705 -745.4 -72.9 1706 -745.4 -60.9 1707 -745.4 34.49 1708 -745.4 40.65 1709 -745.4 46.23 1710 -745.4 62.43 1711 -745.4 76.1 1712 -145.4 88.1 1713 -745.4 112.1 1714 -732.2 40.23 1715 -732.2 46.23 1716 -732.2 62.43 1717 -732.2 76.1 1718 -732.2 88.1 1719 -732.2 112.1 1720 -725.4 -396.9 1721 -725.4 -378.9 1722 -725.4 -360.9 1723 -725.4 -342.9 1724 -725.4 -324.9 1725 -725.4 -306.9 1726 -725.4 -288.9 1727 -725.4 -270.9 1728 -725.4 -252.9 1729 -725.4 -234.9 1730 -725.4 -216.9 Part A: INPUT DATUM -NODAL COORDINATES Project: 13182 - APPENDIX A 34 of 82 6128105 X Y 1731 -725.4 -198.9 1732 -725.4 -180.9 1733 -725.4 -162.9 1734 -725.4 -144.9 1735 -725.4 -126.9 1736 -725.4 -108.9 1737 -725.4 -90.9 1738 -725.4 -72.9 1739 -725.4 -60.9 1740 -717.7 45.72 1741 -717.7 51.72 1742 -717.7 62.43 1743 -717.7 76.1 1744 -717.7 88.1 1745 -717.7 112.1 1746 -705.4 -396.9 1747 -705.4 -378.9 1748 -705.4 -360.9 1749 -705.4 -342.9 1750 -705.4 -324.9 1751 -705.4 -306.9 1752 -705.4 -288.9 1753 -705.4 -270.9 1754 -705.4 -252.9 1755 -705.4 -234.9 1756 -705.4 -216.9 1757 -705.4 -198.9 1758 -705.4 -180.9 1759 . -705.4 -162.9 1760 -705.4 -144.9 1761 -705.4 -126.9 1762 -705.4 -108.9 1763 -705.4 -90.9 1764 -705.4 -72.9 1765 -705.4 -60.9 1766 -698.4 52.02 1767 -698.4 58.02 1768 -698.4 62.43 1769 -698.4 76.1 1770 -698.4 88.1 1771 -698.4 112.1 1772 -685.4 -396.9 1773 -685.4 -378.9 1774 -685.4 -360.9 1775 -685.4 -342.9 1776 -685.4 -324.9 1777 -685.4 -306.9 1778 -685.4 -288.9 1779 -685.4 -270.9 1780 -685.4 -252.9 1781 -685.4 -234.9 1782 -685.4 -216.9 1783 -685.4 -198.9 1784 -685.4 -180.9 1785 -685.4 -162.9 1786 -685.4 -144.9 1787 -685.4 -126.9 1788 -685.4 -108.9 1789 -685.4 -90.9 1790 -685.4 -72.9 1791 -685.4 -60.9 1792 -681.4 56.43 1793 -681.4 62.43 1794 -681.4 76.1 1795 -681.4 88.1 1796 -681.4 112.1 1797 -665.4 -396.9 1798 -665.4 -378.9 1799 -665.4 -360.9 1800 -665.9 -342.9 Project: 13182 - APPENDIX A 34 of 82 6128105 X Y 1801 - 665'.4 -324.9 1802 -665.4 -306.9 1803 -665.4 -286.9 1804 -665.4 -270.9 1805 -665.4 -252.9 1806 -665.4 -234.9 1807 -665.4 -216.9 1808 -665.4 -198.9 1809 -665.4 -180.9 1810 -665.4 -162.9 1811 -665.4 -144.9 1812 -665.4 -126.9 1813 -665.4 -108.9 1814 -665.4 -90.9 1815 -665.4 -72.9 1816 -665.4 -60.9 1817 -664.4 59.81 1818 -664.4 65.81 1819 -664.4 76.1 1820 -664.4 88.1 1821 -664.4 112.1 1822 -647.4 62.2 1823 -647.4 68.2 1824 -647.4 76.1 . 1825 -647.4 88.1 1826 -647.4 112.1 1827 -645.4 -396.9 1828 -645.4 -378.9 1829 -645.4 -360.9 1830 -645.4 -342.9 1831 -645.4 -324.9 1832 -645.4 -306.9 1833 -645.4 -288.9 1834 -645.4 -270.9 1835 -645.4 -252.9 1836 -645.4 -234.9 1837 -645.4 -216.9 1838 -645.4 -198.9 1839 -645.4 -180.9 1840 -645.4 -162.9 1841 -645.4 -144.9 1842 -645.4 -126.9 1843 -645.4 -108.9 1844 -645.4 -90.9 1845 -645.4 -72.9 1846 -645.4 -60.9 1847 - 630.4 63.63 1848 -630.4 69.63 1849 -630.4 76.1 1850 -630.4 88.1 1851 -630.4 112.1 1852 -625:9 -396.9 1853 -625.4 -378.9 1854 -625.4 -360.9 1855 -625.4 -342.9 1856 -625.4 -324.9 1857 -625.4 -306.9 1858 -625.4 -288.9 1859 -625.4 -270.9 1860 -625.4 -252.9 1861 -625.4 -234.9 1862 -625.4 -216.9 1863 -625.4 -198.9 1864 -625.4 -180.9 1865 -625.4 -162.9 1866 -625.4 -144.9 1867 -625.4 -126.9 1868 -625.4 -108.9 1869 -625.4 -90.9 1870 -625.4 -72.9 Project: 13182 - APPENDIX A 34 of 82 6128105 X Y.e 1871 -625.4 -60.9 1872 -613.4 64.1 1873 -613.4 70.1 1874 - 613.4 76.1 1875 -613.4 88.1 1876 -613.4 112.1 1877 -601.4 -396.9 1878 -601.4 -378.9 1879 -601.4 -360.9 1880 -601.4 -342.9 1881 -601.4 -324.9 1882 -601.4 -306.9 1883 -601.4 -288.9 1884 -601.4 -270.9 1885 -601.4 -252.9 1886 -601.4 -234.9 1887 -601.4 -216.9 1888 -661.4 -198.9 1889 -601.4 - 180.9 1890 -601.4 -162.9 1891 -601.4 7144.9 1892 -601.4 -126.9 1893 -601.4 -108.9 1894 -601.4 -90.9 1895 -601.4 -72.9 1896 -601.4 -60.9 1897 -596.4 63.63 1898 -596.4 69.63 1899 -596.4 76.1 1900 -596.4 88.1 1901 -596.4 112.1 1902 -581.4 -396.9 1903 -581.4 -378.9 1904 -581.4 -360.9 1905 -581.4 -342.9 1906 -581.4 -324.9 1907 -581.4 -306.9 1908 -581.4 -288.9 1909 -581.4 -270.9 1910 -581.4 -252.9 1911 -581.4 -234.9 1912 -581.4 -216.9 1913 -581.4 -198.9 1914 -581.4 -180.9 1915 -581.4 -162.9 1916 -581.4 -144.9 1917 - 581.4 -126.9 1918 -581.4 -108.9 1919 -581.4 -90.9 1920 -581.4 -72.9 1921 -581.4 -60.9 1922 -579.4 62.2 1923 -579.4 68.2 1924 -579.4 76.1 1925 -579.4 88.1 1926 -579.4 112.1 1927 -562.4 59.81 1928 -562.4 65.81 1929 -562.4 76.1 1930 -562.4 88.1 1931. -562.4 112.1 1932 -561.4 -396.9 1933 -561.4 -378.9 1934 -561.4 -360.9 1935 -561.4 -342.9 1936 -561.4 -324.9 1937 -561.4 -306.9 1938 -561.4 -288.9 1939 -561.4 -270.9 1940 -561.4 -252.9 Project: 13182 - APPENDIX A 34 of 82 6128105 • • • Part A: INPUT DATUM -NODAL COORDINATES X Y 1941 -561.4 -234.9 1942 -561.4 -216.9 1943 -561.4 -198.9 1944 -561.4 -180.9 1945 -561.4 -162.9 1946 -561.4 -144.9 1947 -561.4 -126.9 1948 -561.4 -108.9 1949 -561.4 -90.9 1950 -561.4 -72.9 1951 -561.4 -60.9 1952 -545.4 56.43 1953 -545.4 62.43 1954 -545.4 76.1 1955 -545.4 88.1 1956 -545.4 112.1 1957 -541.4 -396.9 1958 -541.4 -378.9 1959 -541.4 -360.9 1960 - 541.4. -342.9 1961 -541.4 -324.9 1962 -541.4 -306.9 1963 -541.4 -288.9 1964 -541.4 -270.9 1965 -541.4 -252.9 1966 -541.4 -234.9 1967 -541.4 -216.9 1968 -541.4 -198.9 1969 - .541.4 -180.9 1970 -541.4 -162.9 1971 -541.4 -144.9 1972 -541.4 -126.9 1973 -541.4 -108.9 1974 -541.4 -90.9 1975 -541.4 -72.9 1976 -541.4 -60.9 1977 -528.4 52.02 1978 -528.4 58.02 1979 -528.4 62.43 1980 -528.4 76.1 1981 -528.4 88.1 1982 -528.4 112.1 1983 -521.4 -396.9 1984 -521.4 -378.9 1985 -521.4 -360.9 1986 -521.4 -342.9 1987 -521.4 -324.9 1988 -521.4 -306.9 1989 -521.4 -288.9 1990 -521.4 -270.9 1991 -521.4 -252.9 1992 -521.4 -234.9 1993 -521.4 -216.9 1994 -521.4 -198.9 1995 -521.4 -180.9 1996 -521.4 -162.9 1997 -521.4 -144.9 1998 -521.4 -126.9 1999 -521.4 -108.9 2000 -521.4 -90.9 2001 -521.4 -72.9 2002 -521.4 -60.9 2003 -509.1 45.72 2004 -509.1 51.72 2005 -509.1 62.43 2006 -509.1 76.1 2007 -509.1 88.1 2008 -509.1 112.1 2009 -501.4 -396.9 2010 -501.4 -378.9 Part A: INPUT DATUM -NODAL COORDINATES Project: 13182 - APPENDIX A 35 of 82 6128105 X Y 2011 -501.4 -360.9 2012 -501.4 -342.9 2013 -501.4 -324.9 2014 -501.4 -306.9 2015 -501.4 -288.9 2016 -501.4 -270.9 2017 -501.4 -252.9 2018 -501.4 -234.9 2019 -501.4 -216.9 2020 -501.4 -198.9 2021 -501.4 -180.9 2022 -501.4 -162.9 2023 -501.4 -144.9 2024 -501.4 -126.9 2025 -501.4 -108.9 2026 -501.4 -90.9 2027 -501.4 -72.9 2028 -501.4 -60.9 2029 -494.6 40.23 2030 -494.6 46.23 2031 -494.6 62.43 2032 -494.6 76.1 2033 -494.6 88.1 2034 -494.6 112.1 2035 -481.4 34.49 2036 -481.4 40.65 2037 -481.4 46.23 2038 -481.4 62.43 2039 -481.4 76.1 2040 -481.4 88.1 2041 -481.4 112.1 2042 -481.4 -396.9 2043 -481.4 -378.9 2044 -481.4 -360.9 2045 -481.4 -342.9 2046 -481.4 -324.9 2047 -481.4 -306.9 2048 -481.4 -288.9 2049 -481.4 -270.9 2050 -481.4 -252.9 2051 -481.4 -234.9 2052 -481.4 -216.9 2053 -481.4 -198.9 2054 -481.4 -180.9 2055 -481.4 -162.9 2056 -481.4 -144.9 2057 -481.4 -126.9 2058 -481.4 -108.9 2059 -481.4 -90.9 2060 -481.4 -72.9 2061 -481.4 -60.9 2062 -467.8 27.04. 2063 -461.7 32.96 2064 -467.7 46.23 2065 -467.7 62.43 2066 -467.7 76.1 2067 -467.7 88.1 2068 -467.7 112.1 2069 -466.4 17.37 2070 -464.9 8.54 2071 -464.4 -396.9 2072 -464.4 -378.9 2073 -464.4 -360.9 2074 -464.4 -342.9 2075 -464.4 -324.9 2076 -464.4 -306.9 2077 -464.4 -288.9 2078 -464:4 -270.9 2079 -464.4 -252.9 2080 -464.4 -234.9 Project: 13182 - APPENDIX A 35 of 82 6128105 X Y 2081 -464.4 -216.9 2082 -464.4 -198.9 2083 -464.4 -180.9 2084 -464.4 -162.9 2085 -464.4 -144.9 2086 -464.4 -126.9 2087 -464.4 -108.9 2088 -464.4 -90.9 2089 -464.4 -72.9 2090 -464.4 -60.9 2091 -464.4 -45.67 2092 -464.4 -30.44 2093 -464.4 -15.21 2094 - 464.4 2.13 2095 -458.4 -396.9 2096 -458.4 -378.9 2097 -458.4 -360.9 2098 -458.4 -342.9 2099 -458.4 -324.9 2100 . -458.4 -306.9 2101 -458.4 -288.9 2102 -458.4 -270.9 2103 -458.4 -252.9 2104 -458.4 -234.9 2105 -458.4 -216.9 2106 -458.4 -198.9 2107 -458.4 -180.9 2108 -458.4 -162.9 2109 - 458..4 -144.9 2110 -458.4 -126.9 2111 -458.4 -108.9 2112 -458.4 -90.9 2113 -458.4 -72.9 2114 -458.4 -60.9 2115 -458.4 -45.67 2116 -458.4 -30.44 2117 -458.4 -15.21 2118 -458.4 2.13 2119 -458.4 8.54 2120 -458.4 17.37 2121 -458.4 26.96 2122 -449.4 -396.9 2123 -449.4 -378.9 2124 -449.4 -360.9 2125 -449.4 -342.9 2126 -449.4 -324.9 2127 -449.4 -306.9 2128 -449.4 -288.9 2129 -449.4 -270.9 2130 -449.4 -252.9 2131 -449.4 -234.9 2132 -449.4 -216.9 2133 -449.4 -198.9 2134 -449.4 -180.9 2135 -449.4 -162.9 2136 -449.4 -144.9 2137 -449.4 -126.9 2138 -449.4 -108.9 2139 -449.4 -90.9 2140 -449.4 -72.9 2141 -449.4 -60.9 2142 -449.4 -45.67 2143 -449.4 -30.44 2144 -449.4 -15.21 2145 -449.4 2.13 2146 -449.4 17.37 2147 -449.4 32.96 2148 -449.4 46.23 2149 -449.4 62.43 2150 -449.4 76.1 Project: 13182 - APPENDIX A 35 of 82 6128105 X Y e 2151 -449.4 88.1 2152 -449.4 112.1 2153 -431.4 -396.9 2154 -431.4 -378.9 2155 -431.4 -360.9 2156 -431.4 -342.9 2157 -431.4 -324.9 2158 -431.4 -306.9 2159 -431.4 -288.9 2160 -431.4 -270.9 2161 -431.4 -252.9 2162 -431.4 -234.9 2163 -431.4 -216.9 2164 -431.4 -198.9 2165 -431.4 -180.9 2166 -431.4 -162.9 2167 -431.4 -144.9 2168 -431.4 -126.9 2169 -431.4 -108.9 2170 -431.4 -90.9 2171 -431.4 -72.9 2172 -431.4 -60.9 2173 -431.4 - 45.67' 2174 -431.4 -30.44 2175 -431.4 -15.21 2176 -431.4 2.13 2177 -431.4 17.37 2178 -431.4 32.96 2179 -431.4 46.23 2180 -431.4 62.43 2181 -431.4 76.1 2182 -431.4 88.1 2183 -431.4 112.1 2184 -407.4 -396.9 2185 -407.4 -378.9 2186 -407.4 - 360.9 2187 -407.4 -342.9 2188 -407.4 -324.9 2189 -407.4 -306.9 2190 -407.4 -288.9 2191 -407.4 -270.9 2192 -407.4 -252.9 2193 -407.4 -234.9 2194 -407.4 -216.9 2195 -407.4 -198.9 2196 -407.4 -180.9 2197 -407.4 -162.9 2198 -407.4 -144.9 2199 -407.4 -126.9 2200 -407.4 -108.9 2201 -407.4 -90.9 2202 -407.4 -72.9 2203 -407.4 =60.9 2204 -407.4 -45.67 2205 -407.4 -30.44 2206 -407.4 -15.21 2207 -407.4 2.13 2208 -407.4 17.37 2209 -407.4 32.96 2210 -407.4 46.23 2211 -407.4 62.43 2212 -407.4 76.1 2213 -407.4 88.1 2214 -407.4 112.1 2215 -383.4 -396.9 2216 -383.4 -378.9 2217 -383.4 -360.9 2218 -383.4 -342.9 2219 -383.4 -324.9 2220 -383.9 -306.9 Project: 13182 - APPENDIX A 35 of 82 6128105 • 0 0 Part A: INPUT DATUM - NODAL COORDINATES X Y 2221 -383.4 -288.9 2222 -383.4 -270.9 2223 -383.4 -252.9 2224 -383.4 -234.9 2225 -383.4 -216.9 2226 -383.4 -198.9 2227 -383.4 -180.9 2228 -383.4 -162.9 2229 -383.4 -144.9 2230 -383.4 -126.9 2231 -383.4 -108.9 2232 -383.4 -90.9 2233 -383.4 -72.9 2234 -383.4 -60.9 2235 -383.4 -45.67 2236 -383.4 -30.44 2237 -383.4 -15.21 2238 -383.4 2.13 2239 -383.4 17.37 2240 -383.4 32.96 2241 -383.4 46.23 2242 -383.4 62.43 2243 -383.4 76.1 2244 -383.4 88.1 2245 -383.4 112.1 2246 -359.4 -396.9 2247 -359.4 -378.9 2248 -359.4 -360.9 2249 -359.4 -342.9 2250 -359.4 -324.9 2251 -359.4 -306.9 2252 -359.4 -288.9 2253 -359.4 -270.9 2254 -359.4 -252.9 2255 -359.4 -234.9 2256 -359.4 -216.9 2257 -359.4 -198.9 2258 -359.4 -180.9 2259 -359.4 -162.9 2260 -359.4 -144.9 2261 -359.4 -126.9 2262 -359.4 -108.9 2263 -359.4 -90.9 2264 -359.4 -72.9 2265 -359.4 -60.9 2266 -359.4 -45.67 2267 -359.4 -30.44 2268 -359.4 -15.21 2269 -359.4 2.13 2270 -359.4 17.37 2271 -359.4 32.96 2272 -359.4 46.23 . 2273 -359.4 62.43 2274 -359.4 76.1 2275 -359.4 88.1 2276 -359.4 112.1 2277 -335.4 -396.9 2278 -335.4 -378.9 2279 -335.4 -360.9 2280 -335.4 -342.9 2281 -335.4 -324.9 2282 - 335.4. -306.9 2283 -335.4 -288.9 2284 -335.4 -270.9 2285 -335.4 -252.9 2286 -335.4 -234.9 2287 -335.4 -216.9 2288 -335.4 -198.9 2289 -335.4 -180.9 2290 -335.4 -162.9 Part A: INPUT DATUM - NODAL COORDINATES Project. 13182 - APPENDIX A 36 of 82 6128105 X Y 2291 -335.4 -144.9 2292 -335.4 -126.9 2293 -335.4 -108.9 2294 -335.4 -90.9 2295 -335.4 -72.9 2296 -335.4 -60.9 2297 -335.4 -45.67 2298 -335.4 -30.99 2299 -335.4 -15.21 2300 -335.4 2.13 2301 -335.4 17.37 2302 -335.4 32.96 2303 -335.4 46.23 2304 -335.4 62.43 2305 -335.4 76.1 2306 -335.4 88.1 2307 -335.4 112.1 2308 -311.4 -396.9 2309 -311.4 -378.9 2310 -311.4 -360.9 2311 -311.4 -342.9 2312 -311.4 -324.9 2313 -311.4 -306.9 2314 -311.4 -288.9 2315 -311.4 -270.9 2316 -311.4 -252.9 2317 -311.4 -234.9 2318 -311.4 -216.9 2319 -311.4 -198.9 2320 -311.4 -180.9 2321 -311.4 -162.9 2322 -311.4 -144.9 2323 -311.4 -126.9 2324 -311.4 -108.9 2325 -311.4 -90.9 2326 -311.4 -72.9 2327 -311.4 -60.9 2328 -311.4 -45.67 2329 -311.4 -30.44 2330 -311.4 -15.21 2331 -311.4 2.13 2332 -311.4 17.37 2333 -311.4 32.96 2334 -311.4 46.23 2335 -311.4 62.43 2336 -311.4 76.1 2337 -311.4 88.1 2338 -311.4 112.1 2339 -287.4 -396.9 2340 -287.4 -378.9 2341 -287.4 -360.9 2342 -287.4 -342.9 2343 -287.4 -324.9 2344 -287.4 -306.9 2345 -287.4 -288.9 2346 -287.4 -270.9 2347 -287.4 -252.9 2348 -287.4 -234.9 2349 -287.4 -216.9 2350 -287.4 -198.9 2351 -287.4 -180.9 2352 -287.4 -162.9 2353 -287.4 -144.9 2354 -287.4 -126.9 2355 -287.4 -108.9 2356 -287.4 -90.9 2357 -287.4 -72.9 2358 -287.4 -60.9 2359 -287.4 -45.67 2360 -287.9 -30.99 Project. 13182 - APPENDIX A 36 of 82 6128105 X Y 2361 -287.4 -15.21 2362 -287.4 2.13 2363 -287.4 17.37 2364 -287.4 32.96 2365 -287.4 46.23 2366 -287.4 62.43 2367 -287.4 76.1 2368 -287.4 88.1 2369 -287.4 112.1 2370 -263.4 -396.9 2371 -263.4 -378.9 2372 -263.4 -360.9 2373 -263.4 -342.9 2374 -263.4 -324.9 2375 -263.4 -306.9 2376 -263.4 -288.9 2377 -263.4 -270.9 2378 -263.4 -252.9 2379 -263.4 -234.9 2380 -263.4 -216.9 2381 -263.4 -198.9 2382 -263.4 -180.9 2383 -263.4 -162.9 2384 -263.4 -144.9 2385 -263.4 -126.9 2386 -263.4 -108.9 2387 -263.4 -90.9 2388 -263.4 -72.9 2389 -263.4 -60.9 2390 -263.4 -45.67 2391 -263.4 -30.44 2392 -263.4 -15.21 2393 -263.4 2.13 2394 -263.4 17.37 2395 -263.4 32.96 2396 -263.4 46.23 2397 -263.4 62.43 2398 - 2.63.4 76.1 2399 -263.4 88.1 2400 -263.4 112.1 2401 -239.4 -396.9 2402 -239.4 -378.9 2403 -239.4 -360.9 2404 -239.4 -342.9 2405 -239.4 -324.9 2406 -239.4 -306.9 2407 -239.4 -288.9 2408 -239.4 -270.9 2409 -239.4 -252.9 2410 -239.4 -234.9 2411 -239.4 -216.9 2412 -239.4 -198.9 2413 -239.4 -180.9 2414 -239.4 -162.9 2415 -239.4 -144.9 2416 -239.4 -126.9 2417 -239.4 -108.9 2418 -239.4 -90.9 2419 -239.4 -72.9 2420 -239.4 -60.9 2421 -239.4 -45.67 2422 -239.4 =30.44 2423 -239.4 -15.21 2424 -239.4 2.13 2425 -239.4 17.37 2426 -239.4 32.96 2427 -239.4 46.23 2428 -239.4 62.43 2429 -239.4 76.1 2430 -239.9 88.1 Project. 13182 - APPENDIX A 36 of 82 6128105 X Y., 2431 -239.4 112.1 2432 -215.4 -396.9 2433 -215.4 -378.9 2434 -215.4 -360.9 2435 -215.4 -342.9 2436 -215.4 -324.9 2437 -215.4 -306.9 2438 -215.4 -288.9 2439 -215.4 -270.9 2440 -215.4 -252.9 2441 -215.4 -234.9 2442 -215.4 -216.9 2443 -215.4 -198.9 2444 -215.4 -180.9 2445 -215.4 -162.9 2446 -215.4 -144.9 2447 -215.4 -126.9 2448 -215.4 -108.9 2449 -215.4 -90.9 2450 -215.4 -72.9 2451 -215.4 -60.9 2452 -215.4 -45.67 2453 -215.4 -30.44 2454 -215.4 -15.21 2455 -215.4 2.13 2456 -215.4 17.37 2457 -215.4 32.96 2458 -215.4 46.23 2459 -215.4 62.43 2460 -215.4 76.1 2461 -215.4 88.1 2462 -215.4 112.1 2463 -191.4 -396.9 2464 -191.4 -378.9 2465 -191.4 -360.9 2466 -191.4 -342.9 2467 -191.4 -324.9 2468 -191.4 -306.9 2469 -191.4 -288.9 2470 -191.4 -270.9 2471 -191.4 -252.9 2472 -191.4 -234.9 2473 -191.4 -216.9 2474 -191.4 -198.9 2475 -191.4 -180.9 2476 -191.4 -162.9 2477 -191.4 -144.9 2478 -191.4 -126.9 2479 -191.4 -108.9 2480 -191.4 -90.9 2481 -191.4 -72.9 2482 -191.4 -60.9 2483 -191.4 -45.67 2484 -191.4 -30.44 2485 -191.4 -15.21 2486 -191.4 2.13 2487 -191.4 17.37 2488 -191.4 32.96 2489 -191.4 46.23 2490 -191.4 62.43 2491 -191.4 76.1 2492 -191.4 88.1 2493 -191.4 112.1 2494 -167.4 -396.9 2495 -167.4 -378.9 2496 -167.4 -360.9 2497 -167.4 -342.9 2498 -167.4 -324.9 2499 -167.4 -306.9 2500 -167.4 -288.9 Project. 13182 - APPENDIX A 36 of 82 6128105 0 0 • Part A: INPUT DATUM -NODAL COORDINATES X Y 2501 -167.4 -270.9 2502 -167.4 -252.9 2503 -167.4 -234.9 2504 -167.4 -216.9 2505 -167.4 -198.9 2506 -167.4 -180.9 2507 -167.4 -162.9 2508 -167.4 -144.9 2509 -167.4 -126.9 2510 -167.4 -108.9 2511 -167.4 -90.9 2512 -167.4 -72.9 2513 -167.4 -60.9 2514 -167.4 -45.67 2515 -167.4 -30.44 2516 -167.4 -15.21 2517 -167.4 2.13 2518 -167.4 17.37 2519 -167.4 32.96 2520 -167.4 46.23 2521 -167.4 62.43 2522 -167.4 76.1 2523 -167.4 88.1 2524 -167.4 112.1 2525 -143.4 -396.9 2526 - 143.4 -378.9 2527 -143.4 -360.9 2528 -143.4 -342.9 2529 -143.4 -324.9 2530 -143.4 -306.9 2531 -143.4 -288.9 2532 -143.4 -270.9 2533 -143.4 -252.9 2534 -143.4 -234.9 2535 -143.4 -216.9 2536 -143.4 -198.9 2537 -143.4 -180.9 2538 -143.4 -162.9 2539 -143.4 -144.9 2540 -143.4 -126.9 2541 -143.4 -108.9 2542 -143.4 -90.9 2543 -143.4 -72.9 2544 -143.4 -60.9 2545 -143.4 -45.67 2546 -143.4 -30.44 2547 -143.4 -15.21 2548 -143.4 2.13 2549 -143.4 17.37 2550 -143.4 32.96 2551 -143.4 46.23 2552 -143.4 62.43 2553 -143.4 76.1 2554 -143.4 88.1 2555 -143.4 112.1 2556 -119.4 -396.9 2557 -119.4 -378.9 2558 -119.4 -360.9 2559 -119.4 -342.9 2560 -119.4 -324.9 2561 -119.4 -306.9 2562 -119.4 -288.9 2563 -119.4 -270.9 2564 -119.4 -252.9 2565 -119.4 -234.9 2566 -119.4 -216.9 2561 -119.4 -198.9 2568 -119.4 -180.9 2569 -119.4 -162.9 2570 -119.4 -144.9 Part A: INPUT DATUM -NODAL COORDINATES Project: 13182 - APPENDIX A 37 of 82 6128105 X Y 2571 -119.4 -126.9 2572 -119.4 -108.9 2573 -119.4 -90.9 2574 -119.4 -72.9 2575. -119.4 -60.9 2576 -119.4 -45.67 2577 -119.4 -30.44 2578 -119.4 -15.21 2579 -119.4 2.13 2580 -119.4 17.37 2581 -119.4 32.96 2582 -119.4 46.23 2583 -119.4 62.43 2584 -119.4 76.1 2585 -119.4 88.1 2586 -119.4 112.1 2587 -95.37 -396.9 2588 -95.37 -378.9 2589 -95.37 -360.9 2590 -95.37 -342.9 2591 -95.37 -324.9 2592 -95.37 -306.9 2593 -95.37 -288.9 2594 -95.37 -270.9 2595 -95.37 -252.9 2596 -95.37 -234.9 2597 -95.37 -216.9 2598 -95.37 -198.9 2599 -95.37 -180.9 2600 -95.37 -162.9 2601 -95.37 -144.9 2602 -95.37 -126.9 2603 -95.37 -108.9 2604 -95.37 -90.9 2605 -95.37 -72.9 2606 -95.37 -60.9 2607 -95.37 -45.67 2608 -95.37 -30.44 2609 -95.37 -15.21 2610 -95.37 2.13 2611 -95.37 17.37 2612 -95.37 32.96 2613 -95.37 46.23 2614 -95.37 62.43 2615 -95.37 76.1 2616 -95.37 88.1 2617 -95.37 112.1 2618 -71.37 -396.9 2619 -71.37 -378.9 2620 -71.37 -360.9 2621 -71.37 -342.9 2622 -71.37 -324.9 2623 -71.37 -306.9 2624 -71.37 -288.9 2625 -71.37 -270.9 2626 - 71.37. -252.9 2627 -71.37 -234.9 2628 -71.37 -216.9 2629 -71.37 -198.9 2630 -71.37 -180.9 2631 -71.37 -162.9 2632 -71.37 -144.9 2633 -71.37 -126.9 2634 -71.37 -108.9 2635 -71.37 -90.9 2636 -71.37 -72.9 2637 -71.37 -60.9 2638 -71.37 -45.67 2639 -71.37 -30.44 2640 -71.37 -15.21 Project: 13182 - APPENDIX A 37 of 82 6128105 X Y 2641 -71.37 2.13 2642 -71.37 17.37 2643 -71.37 32.96 2644 -71.37 46.23 2645 -71.37 62.43 2646 -71.37 76.1 2647 -71.37 88.1 2648 -71.37 112.1 2649 -47.37 -396.9 2650 -47.37 -378.9 2651 -47.37 -360.9 2652 -47.37 -342.9 2653 -47.37 -324.9 2654 -47.37 -306.9 2655 -47.37 -288.9 2656 -47.37 -270.9 2657 -47.37 -252.9 2658 - 47.37 -234.9 2659 -47.37 -216.9 2660 -47.37 -198.9 2661 -47.37 -180.9 2662 -47.37 -162.9 2663 -47.37 -144.9 2664 -47.37 -126.9 2665 -47.37 -108.9 2666 -47.37 -90.9 2667 -47.37 -72.9 2668 -47.37 -60.9 2669 - 47.37. -45.67 2670 -47.37 -30.44 2671 -47.37 -15.21 2672 -47.37 2.13 2673 -47.37 17.37 2674 -47.37 32.96 2675 -47.37 46.23 2676 -47.37 62.43 2677 -47.37 76.1 2678 -47.37 88.1 2679 -47.37 112.1 2680 -23.37 -396.9 2681 -23.37 -378.9 2682 -23.37 -360.9 2683 -23.37 -342.9 2684 -23.37 -324.9 2685 -23.37 -306.9 2686 -23.37 -288.9 2687 -23.37 -270.9 2688 -23.37 -252.9 2689 -23.37 -234.9 2690 -23.37 -216.9 2691 -23.37 -198.9 2692 -23.37 -180.9 2693 -23.37 -162.9 2694 -23.37 -144.9 2695 -23.37 -126.9 2696 -23.37 -108.9 2697 -23.37 -90.9 2698 -23.37 -72.9 2699 -23.37 -60.9 2700 -23.37 -45.67 2701 -23.37 -30.44 2702 -23.37 -15.21 2703 -23.37 2.13 2704 -23.37 17.37 2705 -23.37 32.96 2706 -23.37 46.23 2707 -23.37 62.43 2708 -23.37 76.1 2709 -23.37 88.1 2710 -23.37 112.1 Project: 13182 - APPENDIX A 37 of 82 6128105 X Y,.e 2711 0.63 -396.9 2712 0.63 -378.9 2713 0.63 -360.9 2714 0.63 -342.9 2715 0.63 -324.9 2716 0.63 -306.9 2717 0.63 -288.9 2718 0.63 -270.9 2719 0.63 -252.9 2720 0.63 -234.9 2721 0.63 -216.9 2722 0.63 -198.9 2723 0.63 -180.9 2724 0.63 -162.9 2725 0.63 -144.9 2726 0.63 -126.9 2727 0.63 -108.9 2728 0.63 -90.9 2729 0.63 -72.9 2730 0.63 -60.9 2731 0.63 -45.67 2732 0.63 -30.44 2733 0.63 -15.21 2734 0.63 2.13 2735 0.63 17.37 2736 0.63 32.96 2737 0.63 46.23 2738 0.63 62.43 2739 0.63 76.1 2740 0.63 88.1 2741 0.63 112.1 2742 24.63 -396.9 2743 24.63 -318.9 2744 24.63 -360.9 2745 24.63 -342.9 2746 24.63 -324.9 2747 24.63 -306.9 2748 24.63 -288.9 2749 24.63 -270.9 2750 24.63 -252.9 2751 24.63 -234.9 2752 24.63 -216.9 2753 24.63 -198.9 2754 24.63 -180.9 2755 24.63 -162.9 2756 24.63 -144.9 2757 24.63 -126.9 2758 24.63 -108.9 2759 24.63 -90.9 2760 24.63 -72.9 2761 24.63 -60.9 2762 24.63 -45.67 2763 24.63 -30.44 2764 24.63 -15.21 2765 24.63 2.13 2766 24.63 17.37 2767 24.63 32.96 2768 24.63 46.23 2769 24.63 62.43 2770 24.63 76.1 2771 24.63 88.1 2772 24.63 112.1 2773 48.63 -396.9 2774 48.63 -378.9 2775 48.63 -360.9 2776 48.63 -342.9 2777 48.63 -324.9 2778 48.63 -306.9 2779 48.63 -288.9 2780 48.63 -270.9 Project: 13182 - APPENDIX A 37 of 82 6128105 is • Part A: INPUT DATUM - NODAL COORDINATES X Y 2781 48.63 -252.9 2782 48.63 -234.9 2783 48.63 7216.9 2784 48.63 -198.9 2785 48.63 -180.9 2786 48.63 -162.9 2787 48.63 -144.9 2788 48.63 -126.9 2789 48.63 -108.9 2790 4.8.63 -90.9 2791 48.63 -72.9 2792 48.63 -60.9 2793 48.63 -45.67 2794 48.63 -30.44 2795 48.63 -15.21 2796 48.63 2.13 2797 48.63 17.37 2798 48.63 32.96 2799 48.63 46.23 2800 48.63 62.43 2801 48.63 76.1 2802 48.63 88.1 2803 48.63 112.1 2804 72.63 -396.9 2805 72.63 -378.9 2806 72.63 -360.9 2807 72.63 -342.9 2808 72.63 -324.9 2809 72.63 -306.9 2810 72.63 -288.9 2811 72.63 -270.9 2812 72.63 -252.9 2813 72.63 -234.9 2814 72.63 -216.9 2815 72.63 -198.9 2816 72.63 -180.9 2817 72.63 -162:9 2818 72.63 -144.9 2819 72.63 -126.9 2820 72.63 -108.9 2821 72.63 -90.9 2822 72.63 -72.9 2823 72.63 -60.9 2824 72.63 -45.67 2825 72.63 -30.44 2826 72.63 -15.21 2827 72_Al 9 11 Part A: INPUT DATUM - NODAL COORDINATES 6128/05 X Y 2851 96.63 -108.9 2852 96.63 -90.9 2853 96.63 -72.9 2854 96.63 -60.9 2855 96.63 - 45.67 2856 96.63 -30.44 2857 96.63 -15.21 2858 96.63 2.13 2859 96.63 17.37 2860 96.63 32.96 2861 96.63 46.23 2862 96.63 62.43 2863 96.63 76.1 2864 96.63 . 88.1 2865 1 96.63 1 112.1 6128/05 Part A: INPUT DATUM - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING • A1.5 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING • • Displacements = in, Rotations = °, Forces = K /ft N = Node where the boundary is applied I = Construction increment where the boundary appear X, Y = X and Y force value (F= value) or displacement value (D= value) XY, RT = X -Y Rotation and Beam rotational boundary conditions Project: 13182 - APPENDIX A 39 of 82 6128105 I X Y XY RT 1 1 D =0.0 D =0.0 0.0 D 2 1 D =0.0 F =0.0 0.0 F 3 1 D =0.0 F =0.0 0.0 F 4 1 D =0.0 F =0.0 0.0 F 5 1 D =0.0 F =0.0 0.0 F 6 1 D =0.0 F =0.0 0.0 F 7 1 D =0.0 F =0.0 0.0 F 8 1 D =0.0 F =0.0 0.0 F 9 1 D =0.0 F =0.0 '0.0 F 10 1 D =0.0 F =0.0 0.0 F 11 1 D =0.0 F =0.0 0.0 F 12 1 D =0.0 F =0.0 0.0 F 13 1 D =0.0 F =0.0 0.0 F 14 1 D =0.0 F =0.0 0.0 F 15 1 D =0.0 F =0.0 0.0 F 16 1 D =0.0 F =0.0 0.0 F 17 1 D =0.0 F =0.0 0.0 F 18 1 D =0.0 F =0.0 0.0 F 19 1 D =0.0 F =0.0 0.0 F 20 1 D =0.0 F =0.0 0.0 F 21 1 D =0.0 F =0:0 0.0 F 22 1 D =0.0 F =0.0 0.0 F 23 1 D =0.0 F =0.0 0.0 F 24 1 D =0.0 F =0.0 0.0 D 25 1 D =0.0 F =0.0 0.0 D 26 1 D =0.0 F =0.0 0.0 D 27 1 D =0.0 F =0.0 0.0 D 28 1 D =0.0 F =0.0 0.0 D 29 1 D =0.0 F =0.0 0.0 D 30 6 D =0.0 F =0.0 0.0 D 31 8 D =0.0 F =0.0 0.0 D 32 1 D =0.0 D =0.0 0.0 D 63 1 D =0.0 D =0.0 0.0 D 94 1 D =0.0 D =0.0 0.0 D 125 1 D =0.0 D =0.0 0.0 D 156 1 D =0.0 D =0.0 0.0 D 187 1 D =0.0 D =0.0 0.0 D 218 1 D =0.0 D =0.0 0.0 D 249 1 D =0.0 D =0.0 0.0 D 280 1 D =0.0 D =0.0 0.0 D 311 1 D =0.0 D =0.0 0.0 D 342 1 D =0.0 D =0.0 0.0 D 373 1 D =0.0 D =0.0 0.0 D 404 1 D =0.0 D =0.0 0.0 D 435 1 D =0.0 D =0.0 0.0 D 466 1 D =0.0 D =0.0 0.0 D 497 1 D =0.0 D =0.0 0.0 D 528 1 D =0.0 D =0.0 0.0 D 559 1. D =0.0 D =0.0 0.0 D 590 1 D =0.0 D =0.0 0.0 D 621 1 D =0.0 D =0.0 0.0 D 652 1 D =0.0 D =0.0 0.0 D 683 1 D =0.0. D =0.0 0.0 D 714 1 D =0.0 D =0.0 0.0 D 745 1 D =0.0 D =0.0 0.0 D 772 1 D =0.0 D =0.0 0.0 D 805 1 D =0.0 D =0.0 0.0 D 838 1 D =0:0 D =0.0 0.0 D 864 1 D =0.0 D =0.0 0..0 D 890 1 D =0.0 D =0.0 0.0 D Project: 13182 - APPENDIX A 39 of 82 6128105 I X Y XY RT 1 D =0.0 D =0.0 0.0 D 1 D =0.0 D =0.0 0.0 D r45 1 D =0.0 D =0.0 0.0 D 7 F =0.0 F = -7.66 0.0 F 1 D =0.0 D =0.0 0.0 D 1020 1 D =0.0 D =0.0 0.0 D 1050 1 D•=0.0 D =0.0 0.0 D 1075 1 D =0.0 D =0.0 0.0 D 1101 1 D =0.0 D =0.0 0.0 D 1127 1 D =0.0 D =0.0 0.0 D 1160 1 D =0.0 D =0.0 0.0 D 1189 1 D =0.0 D =0.0 0.0 D 1213 1 D =0.0 D =0.0 0.0 D 1243 7 F =0.0 F = -5.73 0.0 F 1246 1 D =0.0 D =0.0 0.0 D 1279 1 D =0.0 D =0.0 0.0 D 1305 1 D =0.0 D =0.0 0.0 D 1331 1 D =0.0 D =0.0 0.0 D 1356 1 D' =0.0 D =0.0 0.0 D 1386 1 D =0.0 D =0.0 0.0 D 1411 1 D =0.0 D =0.0 0.0 D 1436 1 D =0.0 D =0.0 0.0 D 1459 7 F =0.0 F = -1.92 0.0 F 1461 1 D =0.0 D =0.0 0.0 D 1491 1 D =0.0 D =0.0 0.0 D 1516 1 D =0.0 D =0.0 0.0 D 1542 1 D =0.0 D =0.0 0.0 D 1568 1 D =0.0 D =0.0 0.0 D 1601 1 D =0.0 D =0.0 0.0 D 1630 1 D =0.0 D =0.0 0.0 D 1654 1 D =0.0 D =0.0 0.0 D 1687 1 D =0.0 D =0.0 0.0 D 1720 1 D =0.0 D =0.0 0.0 D 1746 1 D =0.0 D =0.0 0.0 D 1772 1 D =0.0 D =0.0 0.0 D 1797 1 D =0.0 D =0.0 0.0 D 1827 1 D =0.0 D =0.0 0.0 D 1852 1 D =0.0 D =0.0 0.0 D 1877 1 D =0.0 D =0.0 0.0 D 1902 1 D =0.0 D =0.0 0.0 D 1932 1 D =0.0 D =0.0 0.0 D 1957 1 D =0.0 D =0.0 0.0 D 1983 1 D =0.0 D =0.0 0.0 D 2009 1 D =0.0 D =0.0 0.0 D 2042 1 D =0.0 D =0.0 0.0 D 2071 1 D =0.0 D =0.0 0.0 D 2095 1 D =0.0 D =0.0 0.0 D . 2122 1 D =0.0 D =0.0 0.0 D 2153 1 D =0.0 D =0.0 0.0 D 2184 1 D =0.0 D =0.0 0.0 D 2215 1 D =0.0 D =0.0 0.0 D 2246 1 D =0.0 D =0.0 0.0 D 2277 1 D =0.0 D =0.0 0.0 D 2308 1 D =0.0 D =0.0 0.0 D 2339 1 D =0.0 D =0.0 0.0 D 2370 1 D =0.0 D =0.0 0.0 D 2401 1 D =0.0 D =0.0 0.0 D 2432 1 D =0.0 D =0.0 0.0 D 2463 1 D =0.0 D =0.0 0.0 D 2494 1 D =0.0 D =0.0 0.0 D Project: 13182 - APPENDIX A 39 of 82 6128105 0 L 0 Part A: INPUT DATUM -BOUNDARY CONDITIONS INCLUDING APPLIED LOADING Project: 13182 - APPENDIX A 40 of 82 6128105 I X Y XY RT 2525 1 D =0.0 D =0.0 0.0 D 2556 1 D =0.0 D =0.0 0.0 D 2587 1 D =0.0 D =0.0 0.0 D 2618 1 D =0.0 D =0.0 0.0 D 2649 1 D =0.0 D =0.0 0.0 D 2680 1 D =0.0 D =0.0 0.0 D 2711 1 D =0.0 D =0.0 0.0 D 2742 1 D =0.0 D =0.0 0.0 D 2773 1 D =0.0 D =0.0 0.0 D 2804 1 D =0.0 D =0.0 0.0 D 2835 1 D =0.0 D =0.0 0.0 D 2836 1 D =0.0 F =0.0 0.0 D 2837 1 D =0.0 F =0.0 0.0 D 2838 1 D =0.0 F =0.0 0.0 D 2839 1 D =0.0 F =0.0 0.0 D 2840 1 D =0.0 F =0.0 0.0 D 2841 1 D =0.0 F =0.0 0.0 D 2842 1 D =0.0 F =0.0 0.0 D 2843 1 D =0.0 F =0.0 0.0 D 2844 1 D =0.0 F =0.0 0.0 D 2845 1 D =0.0 F =0.0 0.0 D 2646 1 D =0.0 F =0.0 0.0 D 2847 1 D =0.0 F =0.0 0.0 D 2848 1 D =0.0 F =0.0 0.0 D 2849 1 D =0.0 F =0.0 0.0 D 2850 1 D =0.0 F =0.0 0.0 D 2851 1 D =0.0 F =0.0 0.0 D 2852 1 D =0.0 F =0.0 0.0 D 2853 1 D =0.0 F =0.0 0.0 D 2854 1 D =0.0 F =0.0 0.0 D 2855 1 D =0.0 F =0.0 0.0 D 2856 1 D =0.0 F =0.0 0.0 D 2857 1 D =0.0 F =0.0 0.0 D 2858 1 D =0.0 F =0.0 0.0 D 2859 1 D =0.0 F =0.0 0.0 D 2860 1 D =0.0 F =0.0 10.0 D 2861 1 D =0.0 F =0.0 0.0 D 2862 1 D =0.0 F =0.0 0.0 D 2863 1 D =0.0 F =0.0 0.0 D 2864 6 D =0.0 F =0.0 0.0 D 2865 8 D =0.0 F =0.0 0.0 D Project: 13182 - APPENDIX A 40 of 82 6128105 Part A: INPUT DATUM - BEAM ELEMENTS CONNECTIVITY MATRIX Project: 13182 - APPENDIX A 41 of 82 6128105 * * * * * * FOR MESH GENERATION OF • CON /SPAN ARCH CULVERT THE NUMBER OF DATA ERRORS IS----- - - - - -- 0 THE NUMBER OF SOIL MATERIALS IS-- - - - - -- 7 THE NUMBER OF PIPE MATERIALS IS-- - - - - -- 96 THE NUMBER OF INTERFACE MATERIALS IS - -- 0 BAND WIDTH ESTIMATE (MAX) -------- - - - - -- 172 * * * * * * * MESH DATA HAS BEEN SAVED A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX NODE -TO- ELEMENT CONNECTIVITY MATRIX FOR BEAMS. BEAM =NODE SEQUENCE IS 1 TO NPPT. ELEMENTS CONNECTED CLOCKWISE (FORE) AND /OR COUNTERCLOCKWISE (BACK) TO A NODE ARE IDENTIFIED BY BEAM MATERIAL NUMBER 1 TO NPMAT. BEAM -NODE CONNECTED CONNECTED SEQUENCE BACK -ELEM. FORE -ELEM. 1 0 1 2 1 2 3 2 3 4 3 4 5 4 5 6 5 6 7 6 7 8 7 8 9 8 9 10 9 10 11 10 11 12 11 12 13 12 13 14 13 14 15 14 15 • 16 15 16 17 16 17 18 17 18 19 18 19 20 19 20 21 20 21 22 21 22 23 22 23 24 23 24 25 24 25 26 25 26 27 26 27 28 27 28 29 28 29 30 29 30 31 30 31 32 31 32 33 32 0 34 0 33 35 33 34 36 34 35 37 35 36 38 36 37 39 37 38 40 38 39 41 39 40 42 40 41 43 41 42 44 42 43 45 43 44 46 4.4 45 47 45 46 48 46 47 99 47 .98 • 50 48 99 51 49 50 Project: 13182 - APPENDIX A 41 of 82 6128105 Part A: INPUT DATUM -BEAM ELEMENTS CONNECTIVITY MATRIX 52 50 51 • 53 51 52 59 52 53 55 53 54 56 54 55 57 55 56 58 56 57 59 57 58 60 58 59 61 59 60 62 60 61 63 61 62 64 62 63 65 63 64 66 64 0 67 0 65 68 65 66 69 66 67 70 67 68 71 68 69 72 69 70 73 70 71 74 71 72 75 72 73 76 73 74 77 74 75 78 75 76 79 76 77 80 77 78 81 78 79 82 79 80 83 80 81 84 81 82 85 82 83 86 83 84 87 84 85 88 85 86 89 86 87 90 87 88 91 88 89 92 89 90 93 90 91 94 91 92 95 92 93 96 93 94 97 94 95 98 95 96 99 96 0 • Project: 13182 - APPENDIX A 42 of 82 6128105 Part A: INPUT DATUM - MATERIAL CHARACTERIZATION FOR SOILS • A1.7 MATERIAL CHARACTERIZATION FOR SOILS PROPERTIES FOR MATERIAL 1 * * * * * * ** DENSITY = 0.0 PCF YOUNGS MODULUS= 3000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 4038.0 LATERAL COEFF.= 0.43 PROPERTIES FOR MATERIAL 2 * * * * * ** *ML95 DENSITY = 125.0 PCF CONTROLS FOR DUNCAN SUBROUTINE WITH SELIG HYPERBOLIC BULK MODULUS FORMULATION MAXIMUM ITERATIONS.......... 5 ENTERING ELEMENT RATIO...... .5000 HYPERBOLIC STRESS - STRAIN PARAMETERS SOIL CLASSIFICATION ........ •ML95 COHESION INTERCEPT C....... 4.0 psi FRICTION ANGLE PHIO (DEG).. 34.0000 10 -FOLD REDUCTION IN PHIO(DEG) .0000 SCALED MODULUS NUMBER ZK .. 440.0000 MODULUS EXPONENT ZN ....... .4000 FAILURE RATIO RF .......... .9500 INIT BULK MODULUS NUMBER BI. 120.8000 ULT VOLUMETRIC STRAIN EU ... .0430 PROPERTIES FOR MATERIAL 3 * * * * * * ** DENSITY = 150.0 PCF YOUNGS MODULUS= 3605000.0 psi POISSONS RATIO= 0.17 CONFINED MOD.= 3875000.0 LATERAL COEFF.= 0.2 PROPERTIES FOR MATERIAL 4 * * * * * * * *SM90 . DENSITY = 156.0 PCF CONTROLS FOR DUNCAN SOIL MODEL MAXIMUM ITERATIONS........... 5 ENTERING ELEMENT RATIO....... .5000 HYPERBOLIC STRESS - STRAIN PARAMETERS SOIL CLASSIFICATION ........ SM90 COHESION INTERCEPT C....... 0.0 psi FRICTION ANGLE PHIO (DEG).. 32.0000 10 -FOLD REDUCTION IN PHIO(DEG) 4.0000 SCALED MODULUS NUMBER ZK .. 300.0000 MODULUS EXPONENT ZN ....... .2500 FAILURE RATIO RF .......... .7000 BULK MODULUS NUMBER BK .... 250.0000 BULK MODULUS EXPONENT BM .. .0000 PROPERTIES FOR MATERIAL 5 * * * * * * ** DENSITY = 0.0 PCF YOUNGS MODULUS= 5000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 6731.0 LATERAL COEFF.= 0.43 PROPERTIES FOR MATERIAL 6 * * * * * * ** DENSITY = 0.0 PCF YOUNGS MODULUS= 8000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 10770.0 LATERAL COEFF.= 0.43 PROPERTIES FOR MATERIAL 7 * * * * * * * *CA90 DENSITY = 135.0 PCF CONTROLS FOR DUNCAN SOIL MODEL • MAXIMUM ITERATIONS........... ENTERING ELEMENT RATIO....... 5 .5000 HYPERBOLIC STRESS - STRAIN PARAMETERS SOIL CLASSIFICATION ........ CA90 Project: 13182 - APPENDIX A 43 of 82 6128105 Part A: INPUT DATUM - MATERIAL CHARACTERIZATION FOR SOILS 6/28/05 COHESION INTERCEPT C....... 0.0 psi FRICTION ANGLE PHIO (DEG).. 33.0000 10 -FOLD REDUCTION IN PHIO(DEG) 3.0000 SCALED MODULUS NUMBER ZK .. 200.0000 MODULUS EXPONENT ZN .. .. .4000 FAILURE RATIO RF .......... .7000 BULK MODULUS NUMBER BK .... 50.0000. BULK MODULUS EXPONENT BM .. .2000 • • Project: 13182 - APPENDIX A 44 of 82 6/28/05 Part A: LOAD INCREMENT 1: Dead Load of Structure - STRUCTURAL RESPONSE OF BRIDGE 0 A2 LOAD INCREMENT 1: DEAD LOAD OF STRUCTURE • • A2.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 45 of 82 6128105 X -D Y -D I NP SP MOMENT THRUST SHEAR CD V @C' T @C 1(791) -..02 -.08 0.0 0.92 0.0 -2.91 0.75 0.0 -.75 -2.82 2(792) -.02 -.08 0.0 0.92 -.95 -2.74 0.75 0.0 -.75 -2.65 3(793) -.02 -.08 0.0 0.93 -1.9 -2.57 0.75 '0.0 -.75 -2.48 4(794) -.03 -.08 0.0 0.93 -2.85 -2'.4 0.75 0.0 -.75 -2.31 5(795) -.03 -.08 -.02 0.94 -3.79 -2.27 0.69 6.24 -.75 -2.18 6(796) -.02 -.08 -.12 1.07 -4.24 -2.19 0.51 6.86 -.75 -2.07 7(797) -.02 -.09 -.22 1.34. -4.53 -2.08 0.42 0.0 -.75 -1.92 8(804) -.01 -.09 -1.0 1.14 -4.9 -1.73 -.33 0.0 -.75 -1.69 9(825) -.01 -.09 -1.14 0.56 -3.46 -1.37 -1.08 0.0 -.75 -1.46 10(832) 0.0 -.1 -.92 0.37 -2.21 -1.21 -.98 0.0 -.75 -1.28 11(858) 0.0 -.11 -.89 0.31 -1.01 -1.1 -.86 0.0 -.75 -1.08 12(884) 0.0 -.13 -.91 0.27 0.33 -.99 -.72 0.0 -.75 -.86 13(910) 0.01 -.14 -.92 0.21 1.27 -.9 -.58 0.0 -.75 -.66 14(935) 0.01 -.15 -.92 0.15 2.0 -.83 -.43 0.0 -.75 -.97 15(940) 0.01 -.17 -.91 0.1 2.52 -.79 -.29 0.0 -.75 -.28 16(965) 0.01 -.17 -.92 0.05 2.83 -.76 -.15 0.63 -.75 -.09 17(990) 0.01 -.18 -.92 0.0 2.94 -.75 0.0 5.9 -.75 0.09 18(1015) 0.01 -.18 -.92 -.05 2.83 -.76 0.15 0.63 -.75 0.28 19(1040) 0.01 -.18 -.91 -.1 2.52 -.79 0.29 0.0 -.75 0.47 20(1045) 0.01 -.17 -.91 -.16 2.0 -.83 0.43 0.0 -.75 0.66 21(1070) 0.01 -.17 -.92 -.21 1.27 -.9 0.58 0.0 -.75 0.86 22(1095) 0.02 -.16 -.91 -.27 0.33 -.99 0.72 0.0 -.75 1.08 2:3 (1121) 0.02 -.15 -.89 -.31 -1.01 -1.1 0.86 0.0 -.75 1.28 24(1147) 0.02 -.14 -.92 -.38 -2.21 -1.21 0.98 0.0 -.75 1.46 25(1153) 0.02 -.14 -1.14 -.56 -3.45 -1.37 1.08 0.0 -.75 1.68 26(1180) 0.03 -.13 -1.0 -1.14 -4.9 -1.73 0.33 0.0 -.75 1.91 27(1187) 0.03 -.13 -.22 -1.33 -4.52 -2.08 -.42 0.0 -.75 2.07 28(1188) 0.03 -.13 -.12 -1.09 -4.24 -2.19 -.51 6.86 -.75 2.18 29(1212) 0.03 -.13 -.02 -.95 -3.79 -2.27 -.69 6.24 -.75 2.32 30(1211) 0.02 -.13 0.0 -.93 -2.84 -2.4 -.75 0.0 -.75 2.49 31(1210) 0.02 -.13 0.0 -.92 -1.9 -2.57 -.75 0.0 -.75 2.65 32(1209) 0.01 -.13 0.0 -.93 -.95 -2.74 -.75 0.0 -.75 2.82 33(1232) 0.0 -.13 0.0 -.93 0.0 -2.91 -.75 0.0 -.73 -2.82 34(1233) 0.0 -.13 0.0 0.92 0.0 -2.91 0.73 0.0 -.73 -2.65 35(1234) -.01 -.13 0.0 0.92 -.93 -2.74 0.73 0.0 -.73 -2.49 36(1235) -.02 -.13 0.0 0.92 -1.86 -2.57 0.73 0.0 -.73 -2.31 37(1236) -.02 -.13 0.0 0.93 -2.79 -2.4 0.73 0.0 -.73 -2.18 38(1237) -.02 -.13 -.02 0.94 -3.72 -2.27 0.67 6.22 -.73 -2.07 39(1238) -.02 -.13 -.12 1.06 -4.16 -2.19 0.49 6.6 -.73 -1.91 40(1245) -.02 -.13 -.22 1.37 -4.44 -2.08 0.41 0.0 -.73 -1.68 . 41(1266) -.02 -.14 -.99 1.13 -4.8 -1.73 -.34 0.0 -.73 -1.45 42(1273) -.01 -.14 -1.15 0.57 -3.35 -1.35 -1.08 0.0 -.73 -1.28 43(1299) -.01 -.15 -.92 0.37 -2.1 -1.2 -.99 0.0 -.73 -1.08 44(1325) -.01 -.15 -.89 0.31 -.89 -1.08 -.86 0.0 -.73 -.86 45(1351) 0.0 -.17 -.91 0.27 0.45 -.98 -.72 0.0 -.73 -.66 46(1376) 0.0 -.18 -.92 0.21 1.4 -.89 -.58 0.0 -.73 -.47 47(1381) 0.0 -.18 -.91 0.16 2.14 -.82 -.44 0.0 -.73 -.28 48(1406) 0.0 -.19 -.91 0.1 2.66 -.77 -.29 0.0 -.73 -.09 49(1431) 0.0 -.19 -.92 0.05 2.97 -.74 -.15 0.83 -.73 0.09 50(1456) 0.0 -.2 -.92 0.0 3.07 -.74 0.0. 0.98 -.73 0.28 51(1481) 0.0 -.19 -.92 -.05 2.97 -.74 0.15 0.83 -.73 0.47 52(1486) 0.0 -.19 -.91 -.1 2.66 -.77 0.29 .0.0 -.73 0.66 53 (1511) 0.0 -.18 =.92 -.16 2.19 -.82 0.49 0.0 -.73 0.86 Project: 13182 - APPENDIX A 45 of 82 6128105 • 0 Part A: LOAD INCREMENT 1: Dead Load of Structure - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 46 of 82 6126!05 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.0 -.18 -.92 -.21 1.4 -.89 0.58 0.0 -.73 1.08 55(1562) 0..01 -.17 -.91 -.27 0:45 -.98 0.72 0.0 -.73 1.28 56(1588) 0.01 -.15 -.89 -.31 -.89 -1.08 0.87 0.0 -.73 1.46 57(1594). 0.01 . -.15 -.92 -.37 -2.1 -1.2 0.99 0.0 -.73 1.68 58(1621) 0.02 -.14 -1.14 -.56 -3.35 -1.35 1.08 0.0 -.73 1.92 59(1628) 0.02 -.13 -1.01 -1.15 -4.8 -1.73 0.34 0.0 -.73 2.07 60(1629) 0.02 -.13 -.21 -1.36 -4.44 -2.08 -.41 0.0 -.73 2.18 61(1653) 0.03 -.13 -.12 -1.02 -4.16 -2.19 -.49 6.6 -.73 2.31 62(1652) 0.03 -.13 -.02 -.94 -3.72 -2.26 -.67 6.22 -.73 2.48 63(1651) 0.02 -.13 0.0 -.93 -2.79 -2.4 -.73 0.0 -.73 2.65 64(1650) 0.02 -.13 0.0 -.93 -1.86 -2.57 -.73 0.0 -.73 2.82 65(1673) 0.01 -.13 0.0 -.93 -.93 -2.74 -.73 0.0 -.75 -2.82 66(1674) 0.01 -.13 0.0 -.93 0.0 -2.91 -.73 0.0 -.75 -2.65 67(1675) 0.01 -.13 0.0 0.93 0.0 -2.91 0.75 0.0 -.75 -2.48 68(1676) 0.0 -.13 0.0 0.93 -.95 -2.73 0.75 0.0 -.75 -2.3 69(1677) -.01 -.13 0.0 0.93 -1.91 -2.56 0.75 0.0 -.75 -2.16 70(1678) -.02 -.13 0.0 0.93 -2.86 -2.39 0.75 0.0 -.75 -2.07 71(1679) -.02 -.13 -.02 0.94 -3.95 -2.26 0.67 6.28 -.75 -1.91 72(1686) -.02 -.13 -.14 1.07 -4.26 -2.19 0.49 6.87 -.75 -1.68 73(1707) -.02 -.13 -.22 1.34 -4.56 -2.08 0.43 0.0 -.75 -1.45 74(1714) -.02 -.13 -.99 1.14 -4.93 -1.74 -.33 0.0 -.75 -1.28 75(1740) -.02 -.14 -1.14 0.57 -3.49 -1.37 -1.07 0.0 -.75 -1.08 76(1766) -.02 -.14 -.91 0.37 -2.26 -1.21 -.98 0.0 -.75 -.86 77(1792) -.01 -.15 -.89 0.31 -1.05 -1.1 -.86 0.0 - -.75 -.66 78(1817) -.01 -.16 -.91 0.27 0.28 -1.0 -.72 0.0 -.75 -.47 79(1822) -.01 -.16 -.92 0.21 1.22 -.91 -.57 0.0 -.75 -.28 80(1847) -.01 -.17 -.91 0.16 1.95 -.84 -.43 0.0 -.75 -.09 81(1872) -.01 -.18 -.91 0.1 2.47 -.79 -.29 0.0 -.75 0.09 82(1897) -.01 -.18 -.92 0.05 2.78 . -.76 -.15 0.54 -.75 0.28 83(1922) -.01 -.18 -.92 0.0 2.88 -.75 0.0 5.87 -.75 0.47 84(1927) -.01 -.17 -.92 -.05 2.78 -.76 0.15 0.54 -.75 0.66 85(1952) -.01 -.16 -.91 -.1 2.'47 -.79 0.29 0.0 -.75 0.86 86(1977) -.01 -.15 -.92 -.16 1.95 -.84 0.43 0.0 -.75 1.08 87(2003) 010 -.14 -.92 -.21 1.22 -.91 0.57 0.0 -.75 1.28 88(2029) 0.0 -.13 -.91 -.27 0.28 -1.0 0.72 0.0 -.75 1.46 89(2035) 0.0 -.11 -.89 -.31 -1.06 -1.1 0.86 0.0 -.75 1.68 90(2062) 0.01 -.1 -.92 -.37 -2.26 -1.21 0.98 0.0 -.75 1.91 91(2069) 0.01 -.09 -1.14 -.56 -3.5 -1.37 1.07 0.0 -.75 2.07 92(2070) 0.02 -.09 -1.0 -1.14 -4.94. -1.74 0.33 0.0 -.75 2.17 93(2094) 0.02 -.09 -.22 -1.36 -4.56 -2.09 -.43 0.0 -.75 2.3 94(2093) 0.03 -.08 -.14 -1.07 -4.27 -2.19 -.49 6.87 -.75 2.48 95(2092) 0.03 -.08 -.02 -.94 -3.95 -2.26 -.67 6.28 -.75 2.65 96(2091) 0.03 -.08 0.0 -.93 -2.86 -2.39 -.75 0.0 -.75 2.82 97(0) 0.03 -.08 0.0' -.92 -1.91 -2.57 -.75 0.0 0.0 0.0 98(0) 0.02 -.08 0.0 -.93 -.95 -2.74 -.75 0.0 0.0 0.0 99(0) 0.02 -.08 0.0 -.93 0.0 -2.91 -.75 1 0.0 Project: 13182 - APPENDIX A 46 of 82 6126!05 Part A: LOAD INCREMENT 1: Dead Load of Structure - STRESSES IN BRIDGE WALL • A2.2 STRESSES IN BRIDGE WALL • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress Project: 13182 - APPENDIX A 47 of 82 FSI FSO FC FV 1 - 193.01 - 192.99 -22.48 7.74 2 - 490.47 62.76 -75.09 7.74 3 - 787.9 318.53 -127.7 7.74 4 - 1085.3 574.34 - 180.31 7.74 5 - 1710.0 7123.4 - 985.96 7.1 6 - 1735.1 6996.3 - 445.31 4.66 7 - 938.45 621.82 - 139.43 2.89 8 - 530.89 370.56 -72.54 -1.48 9 - 887.54 604.72 -138.7 -8.7 10 - 755.44 466.2 - 125.22 -9.71 11 - 401.33 187.28 -65.86 -8.92 12 35.54 - 148.22 -24.99 -7.44 13 327.29 - 385.16 -74.8 -5.96 14 552.05 - 611.76 - 120.16 -4.49 15 712.37 - 752.39 - 149.18 -3.0 16 953.57 - 874.93 - 178.74 -1.51 17 5678.2 - 724.79 - 353.43 0.0 18 953.32 - 874.71 - 178.69 1.51 19 712.2 - 752.22 - 149.15 3.01 20 551.73 - 611.47 -120.1 4.49 21 327.18 - 385.06 -74.78 5.96 22 35.6 - 148.25 -24.99 7.44 23 7400.93 187.04 -65.79 8.91 24 - 754.56 465.58 - 125.07 9.7 25 -886.7 604.07 - 138.56 8.7 26 - 530.46 370.24 -72.48 1.48 27 - 937.65 621.27 - 139.31 -2.88 28 - 1734.0 6990.7 - 444.99 -4.65 29 - 1709.2 7117.5 - 485.65 -7.09 30 - 1084.7 573.66 -180.2 -7.73 31 - 787.53 318.09 - 127.63 -7.73 32 - 490.32 62.46 -75.06 -7.73 33 - 193.22 - 193.17 -22.51 -7.73 34 - 193.06 - 193.02 -22.49 7.59 35 - 484.74 58.16 -74.09 7.59 36 - 776.48 309.34 -125.7 7.59 37 - 1068.2 560.58 -177.3 7.59 38 - 1684.9 6983.8 -477.7 6.95 39 - 1833.3 6307.7 -440.3 4.53 40 - 921.42 607.47 - 136.85 2.79 41 - 520.69 361.89 -71.13 -1.52 42 - 860'.95 583.82 - 134.47 -8.74 43 - 719.27 438.8 - 119.07 -9.74 44 - 361.44 157.31 -58.94 -8.95 45 74.31 - 179.54 - 31.58 -7.47 46 367.19 - 417.45 -81.59 -5.98 47 592.82 - 647.33 - 127.51 -4.51 48 753.93 - 788.66 - 156.68 -3.02 49 1002.5 - 913.13 - 186.85 -1.52 . 50 1040.2 - 942.75 - 193.13 0.0 51 1002.4 - 913.12 - 186.84 1.52 52. 753.86 - 788.61 - 156.67 3.02 53 592.85 - 647.38 - 127.52 4.51 54 367.15 - 417.43 -81.59 5.98 55 74.16 - 179.45 -31.56 7.47 56 - 361.83 157.56 -59.01 8.96 57 - 719.63 439.0 - 119.13 9.75 58 - 861.31 584.09 - 134.53 8.75 59 -520.8 361.88 -71.14 1.52 60 - 921.68 1 607.44 - 136.88 1 -2.79 Project: 13182 - APPENDIX A 47 of 82 6128105 FSI FSO FC FV 61 - 1833.5 6308.5 - 440.35 -4.53 62 - 1684.1 6984.8 -477.7 -6.96 63 - 1068.0 560.83 - 177.29 -7.59 64 - 776.37 309.53 - 125.69 -7.59 65 -484.7 58.24 -74.09 -7.59 66 - 193.02 -193.0 -22.49 -7.59 67 - 192.97 - 192.96 -22.48 7.78 68 - 492.04 64.3 -75.38 7.78 69 - 791.19 321.57 - 128.29 7.78 70 - 1090.0 579.17 - 181.16 7.78 71 - 1763.4 7431.5 - 503.92 6.94 72 - 1743.2 7040.5 - 447.71 4.51 73 - 943.78 626.52 - 140.25 2.92 74 -534.1 373.4 -72.98 -1.46 75 - 896.41 611.79 -140.1 -8.67 76 - 768.29 476.08 - 127.41 -9.68 77 -416.2 198.59 -68.44 -8.89 78 20.44 - 135.91 -22.4 -7.42 79 311.38 - 372.23 -72.08 -5.94 80 535.41 - 597.19 - 117.15 -4.48 81 695.47 - 737.56 - 146.12 -3.0 82 933.66 - 859.29 - 175.42 -1.51 63 5568.7 -713.9 - 347.11 0.0 84 933.63 - 859.27 - 175.42 1.51 . 85 695.51 - 737.62 - 146.13 3.0 86 535.41 - 597.21 - 117.15 4.48 87 311.2 - 372.11 -72.05 5.95 88 20.09 - 135.68 -22.35 7.42 89 - 416.84 199.03 -68.55 8.9 90' - 768.97 476.57 - 127.52 9.68 91 - 897.08 612.3 - 140.21 8.68 92 - 534.36 373.6 -73.02 1.46 93 - 944.33 626.79 - 140.33 -2.92 94 - 1744.6 7044.5 - 448.03 -4.51 95 - 1764.9 7435.9 - 504.29 -6.94 96 - 1090.8 579.35 - 181.29 -7.79 97 - 791.88 321.65 - 128.39 -7.79 98 - 492.45 64.31 -75.44 -7.79 99 - 193.09 - 193.09 1 -22.49 1 -7.79 6128105 Part A: LOAD INCREMENT 2: Backfill to 113 -Leg - STRUCTURAL RESPONSE OF BRIDGE • �. A3 LOAD INCREMENT 2: BACKFILL TO 1/3 -LEG • • A3.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Ln, Forces are in K /ft, MOMENT are in ft *K /ft = Beam node number (N= Corresponding Node number) = Node displacements = Normal and Shear pressures at the node = Values at the node = Crack depth = Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 48 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.02 -.11 -.4 1.58 0.0 -3.16 0.68 0.0 -.72 -3.02 2(792) -.02 -.11 -.4 1.58 -.91 -2.87 0.75 0.0 -.79 -2.73 3(793) -.03 -.11 0.25 1.34 -1.91 -2.61 0.77 0.0 -.74 -2.48 4(794) -.03 -.11 0.0 0.93 -2.86 -2.4 0.74 0.0 -.74 -2.32 5(795) -.03 -.11 -.02 0.94 -3.8 -2.27 0.68 6.24 -.74 -2.18 6(796) -.03 -.11 -.12 1.07 -4.24 -2.19 0.5 6.86 -.74 -2.07 7(797) -.02 -.11 -.22 1.33 -4.53 -2.08 0.42 0.0 -.74 -1.92 8(804) -.02 -.11 -1.0 1.14 -4.9 -1.73 -.33 0.0 -.74 -1.69 9(825) -.01 -.12 -1.14 0.56 -3.45 -1.36 -1.08 0.0 -.74' -1.46 10(832) -.01 -.13 -.92 0.37 -2.2 -1.21 -.99 0.0 -.74 -1.28 11(858) -.01 -.14 -.89 0.31 -1.0 -1.1 -.86 0.0 -.74 -1.08 12(884) 0.0 -.16 -.91 0.27 0.35 -.99 -.72 0.0 -.74 -.86 13(910) 0.0 -.17 -.92 0.21 1.29 -.9 -.58 0.0 -.74 -.66 14(935) 0.01 -.18 -.92 0.15 2.03 -.83 -.44 0.0 7.74 -.47 15(940) 0.01 -.19 -.91 0.1 2.55 -.78 -.29 0.0 -.74 -.28 16(965) 0.01 -.2 -.92 0.05 2.86 -.76 -.15 0.68 -.74 -.1 17(990) 0.01 -.2 -.92 0.0 2.97 -.75 0.0 5.91 -.74 0.09 18(1015) 0.01 -.2 -.92 -.05 2.87 -.76 0.14 0.68 -.74 0.28 19(1040) 0.01 -.2 -.91 -.1 2.56 -.78 0.29 0.0 -.74 0.47 20(1045) 0.01 -.19 -.91 -.16 2.04 -.83 0.43 0.0 -.74 0.66 21(1070) 0.01 -.19 -.92 -.21 1.32 -.9 0:57 0.0 -.74 0.86 22(1095) 0.01 -.18 -.91 -.27 0.37 -.99 0.72 0.0 -.74 1.07 23(1121) 0.01 -.17 -.89 -.31 -.96 -1.09 0.86 0.0 -.74 1.28 24(1147) 0.02 -.16 -.92 -.38 -2.17 -1.2 0.98 0.0 -.74 1.45 25(1153) 0.02 -.16 -1.14 -.56 -3.41 -1.36 1.08 0.0 -.74 1.68 26(1180) 0.02 -.15 -1.21 -1.37 -4.85 -1.75 0.34 0.0 -.74 1.96 27(1187) 0.02 -.15 -.33 -2.05 -4.49 -2.17 -.41 0.0 -.79 2.19 28(1188) 0.03 -.15 -.19 -1.69 -4.21 -2.35 -.49 6.83 -.74 2.37 29(1212) 0.03 -.15 -.03 -1.5 -3.78 -2.5 -.68 6.21 -.74 2.59 30(1211) 0.02 -.15 0.0 -1.47 -2.84 -2.72 -.74 0.0 -.74 2.85 31(1210) 0.02 -.15 0.0 -1.47 -1.89 -2.99 -.74 0.0 -.74 3.12 32(1209) 0.01 -.15 0.01 -1.48 -.95 -3.26 -.75 0.0 -.75 3.39 33(1232) 0:0 -.15 0.01 -1.48 0.0 -3.53 -.75 0.0 -.74 -3.38 34(1233) 0.0 -.15 0.01 1.47 0.0 -3.51 0.74 0.0 -.74 -3.11 35(1234) -.01 -.15 0.01 1.47 -.94 -3.24 0.74 0.0 -.74' -2.84 36(1235) -.02 -.15 0.0 1.47 -1.87 -2.98 0.74 0.0 -.74 -2.57 37(1236) -.02 -.15 0.0 1.48 -2.8 -2.71 0.74 0.0 -.74 -2.36 38(1237) -.02 -.15 -.03 1.49 -3.73 -2.48 0.67 6.2 -.73 -2.19 39(1238) -.02 -.15 -.18 1.62 -4.16 -2.34 0.48 6.58 -.74 -1.96 40(1245) -.02 -.15 -.32 2.02 -4.43 -2.16 0.4 0.0 -.73 -1.68 41(1266) -.02 -.15 -1.19 1.35 -4.79 -1.75 -.34 0.0 -.73 -1.45 42(1273) -.01 -.16 -1.15 0.57 -3.34 -1.35 -1.08 0.0 -.73 -1.28 43(1299) -.01 -.17 -.92 0.37 -2.09 -1.2' -.99 0.0 -.73 -1.08 44(1325) -.01 - :17 -.89 0.31 -.88 -1.09 -.86 0.0 -.73 -.86 45(1351) 0.0 -.18 -.91 0.27 0.46 -.98 -.72 0.0 -.74 -.66 46(1376) 0.0 -.19 -.92 0.21 1.41 -.89 -.58 0.0 -.74 -.47 47(1381) 0.0 -.2 -.91 0.16 2.14 -.82 -.43 0.0 -.73 -.28 48(1406) 0.0 -.21 -.91 0.1 2.66 -.77 -.29 0.0 -.74 -.09 49(1431) 0.0 -.21 -.92 0.05 2.97 -.75 -.15 0.84 -.74 0.09 50(1456) 0.0 -.21 -.92 0.0 3.08 -.74 0.0 5.81 -.74 0.28 51(1481) 0.0 -.21 -.92 -.05 2.97 -.75 0.15 0.84 -.74 0.47 52(1486) 0.0 -.21 -.91 -.1 2.66 -.77 0.29 0.0 -.74 0.66 53(1511) 0.0 -.2 -.92 -.16 2.19 -.82 0.43 1 0.0 1 -.79 1 0.86 Project: 13182 - APPENDIX A 48 of 82 6128105 • • Part A: LOAD INCREMENT 2: Backfill to 113 -Leg - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 49 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.01 -.19 -.92 -.21 1.41 -.89 0.58 0.0 -.74 1.08 55(1562) 0.01 -.18 -.91 -.27 0.46 -.98 0.72 0.0 -.74 1.28 56(1588) 0.01 -.17 -.89 -.31 -.88 -1.09 0.86 0.0 -.74 1.46 57(1594) 0.01 -.17 -.92 -.37 -2.09 -1.2 0.99 0.0 -.73 1.68 58(1621) 0.02 -.16 -1.14 -.56 -3.34 -1.35 1.08 0.0 -.73 1.96 59(1628) 0.02 -.15 -1.22 -1.38 -4.79 -1.75 0.34 0.0 -.74 2.2 60(1629) 0.02 -.15 -.32 -2.07 -4.43 -2.17 -.4 0.0 -.74 2.37 61(1653) 0.03 -.15 -.19 -1.63 -4.17 -2.35 -.48 6.58 -.74 2.58 62(1652) 0.03 -.15 -.03 -1.47 -3.74 -2.49 -.67 6.2 -.7.4 2.85 63(1651) 0.02 -.15 0.0 -1.5 -2.8 -2.72 -.74 0.0 -.74 3.12 64(1650) 0.02 -.15 0.0 -1.48 -1.87 -2.99 -.74 0.0 -.74 3.39 65(1673) 0.01 -.15 0.01 -1.47 -.94 -3.26 -.74 0.0 -.75 -3.37 66(1674) 0.01 -.15 0.01 -1.47 0.0 -3.53 -.74 0.0 -.75 -3.1 67(1675) 0.01 -.15 0.01 1.49 0.0 -3.51 0.75 0.0 -.75 -2.83 68(1676) 0.0 -.15' 0.01 1.49 -.95 -3.24 0.75 0.0 -.75 -2.55 69(1677) -.01 -.15 0.0 1.48 -1.9 -2.97 0.75 0.0 -.75 -2.34 70(1678) -.02 -.15 0.0 1.47 -2.85 -2.69 0.75 0.0 -.75 -2.18 71(1679) -.02 -.15 -.03 1.46 -3.93 -2.47 0.66 6.26 -.75 -1.95 72(1686) -.02 -.15 -.22 1.67 -4.24 -2.33 0.47 6.84 -.75 -1.68 73(1707) -.02 -.15 -.33 1.99 -4.52 -2.16 0.41 0.0 -.75 -1.45 74(1714) -.02 -.15 -1.19 1.36 -4.89 -1.75 -.33 0.0 -.75 -1.28 75(1740) -.01 -.16 -1.14 0.56 -3.45 -1.37 -1.07 0.0 -.75 -1.07 76(1766) -.01 -.16 -.91 0.37 -2.21 -1.21 -.98 0.0 -.75 -.86 77(1792) -.01 -.17 -.89 0.31 -1.01 -1.1 -.86 0.0 -.75 -.66 78(1817) -.01 -.18 -.91 0.27 0.32 -.99 -.72 0.0 -.75 -.47 79(1822) 0.0 -.19 -.92 0.21 1.27 -.9 -.57 0.0 -.75 -.28 80(1847) 0.0 -.19 -.91 0.16 1.99 -.83 -.43 0.0 -.75 -.09 81 (18'72) 0.0 -.2 -.91 0.1 2.51 -.79 -.29 0.0 -.75 0.1 82(1897) 0.0 -.2 -.92 0.05 2.81 -.76 -.14 0.6 -.75 0.28. 83(1922) 0.0 -.2 -.92 0.0 2.92 -.75 0.0 5.89 -.75 0.47 84(1927) 0.0 -.2 -.92 -.05 2.81 -.76 0.15 0.59 -.75 0.66 85(1952) 0.0 -.19 -.91 -.1 2.5 -.79 0.29 0.0 -.75 0.86 86(1977) 0.0 -.18 -.92 -.16 1.98 -.84 0.43 0.0 -.75 1.08 87(2003) 0.0 -.17 -.92 -.21 1.25 -.9 0.58 0.0 -.75 1.28 88(2029) 0.01 -.15 -.91 -.27 0.3 -.99 0.72 0.0 -.75 1.46 89(2035) 0.01 -:14 -.89 -.31 -1.04 -1.1 0.86 0.0 -.75 1.69 90(2062) 0.01 -.13 -.92 -.37 -2.24 -1.21 0.98 0.0 -.75 1.92 91(2069) 0.02 -.12 -1.14 -.56 -3.49 -1.37 1.08 0.0 -.75 2.07 92(2070) 0.02 -.11 -1.0 -1.13 -4.93 -1.74 0.33 0.0 -.75 2.17 93(2094) 0.03 -.11 -.21 -1.36 -4.56 -2.09 -.42 0.0 -.75 2.3 94(2093) 0.03 -.11 -.14 -1.07 -4.27 -2.19 -.49 6.87 -.75 2.49 95(2092) 0.03 -.11 -.02 -.94 -3.95 -2.26 -.67 6.29 -.79 2.73 96(2091) 0.03 -.11 0.0 -.93 -2.87 -2.39 -.75 0.0 -.72 3.02 97(0) 0.03 -.11 0.25 -1.34 -1.92 -2.61 -.77 0.0 0.0 0.0 98(0) 0.03 -.11 -.4 -1.58 -.91 -2.87, -.76 0.0 0.0 0.0 99(0) 0.02 -.11 -.4 -1.58 0.0 -3.16 -.68 0.0 Project: 13182 - APPENDIX A 49 of 82 6128105 • • Part A: LOAD INCREMENT 2: Backfill to 113 -Leg - STRESSES IN BRIDGE WALL A3.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress Project: 13162 - APPENDIX A 50 of 82 6128105 FSI FSO FC FV 1 - 209.93 - 209.91 -24.46 7.04 2 -486.6 43.55 -73.9 7.79 3 - 794.91 319.5 - 128.78 7.94 4 - 1088.5 576.71 - 180.86 7.7 5 - 1712.0 7133.8 -486.6 7.06 6 - 1736.2 7001.2 - 445.61 4.62 7 - 938.57 621.85 - 139.45 2.87 8 - 530.66 370.38 -72.51 -1.49 9 - 886.09 603.71 - 138.47 -8.72 10 - 752.55 464.14 - 124.73 -9.73 11 - 397.12 184.22 -65.13 -8.95 12 40.84 - 152.44 -25.88 -7.47 13 333.69 - 390.29 -75.88 -5.98 14 559.53 - 618.26 -121.5 -4.51 15 720.82 - 759.76 - 150.71 -3.03 16 964.49 - 883.48 - 180.55 -1.53 17 5743.4 - 731.26 -357.2 -.02 18 966.08 - 884.74 - 180.82 1.49 19 723.79 - 762.42 - 151.25 2.99 20 563.96 - 622.25 - 122.32 4.47 21 339.9 - 395.48 -76.96 5.94 22 48.81 - 159.08 -27.27 7.43 23 - 386.23 175.79 -63.24 8.9 24 - 740.42 454.64 - 122.66 9.7 25 - 675.65 595.17 -136.8 8.7 26 - 526.66 365.46 -71.94 1.5 27 - 934.52. 611.03 - 138.69 -2.77 28 - 1750.6 6931.5 - 445.75 -4.48 29 - 1742.5 7058.6 -488.7 -7.01 30 - 1103.5 550.52 - 182.24 -7.7 31 - 814.06 289.2 - 130.65 -7.7 32 -524.6 27.78 -79.04 -7.71 33 - 234.39 - 234.33 -27.31 -7.74 34 - 233.29 - 233.26 -27.18 7.63 35 - 519.76 25.62 -78.25 7.62 36 - 805.75 284.12 - 129.24 7.62 37 - 1091.7 542.67 - 180.22 7.61 38 - 1724.5 6972.5 - 483.22 6.92 39 - 1854.9. 6298.6 - 443.16 4.41 40 - 923.97 602.41 - 137.09 2.71 41 - 520.39 360.14 -71.07 -1.53 42 - 858.67 581.76 - 134.11 -8.74 43 - 716.55 436.43 -118.6 -9.74 44 -358.8 155.02 -58.48 -8.95 45 76.46 - 181.57 -31.99 -7.46 46 369.13 - 419.31 -81.97 -5.97 47 594.58 - 649.17 - 127.87 -4.5 48 755.56 - 790.38 - 157.02 -3.02 49 1004.3 - 914.85 -187.2 -1.51 50 5399.8 - 724.94 - 341.76 0.0 51 1004.2 - 914.79 - 187.18 1.52 52 755.43 - 790.28 -157.0 3.01 53 594.53 - 69'9.15 - 127'.87 4.5 54 369.01 - 419.23 -81.95 5.98 55 76.23 - 181.42 -31.96 7.47 56 - 359.26 155.32 -58.56 8.95 57 - 716.92 436.64 - 118.66 9.74 58 - 858.98 581.98 - 134.15 8.74 59 -520.5 360.04 -71.08 1.53 60 - 924'.48 602.06 - 137.16 -2.7 Project: 13162 - APPENDIX A 50 of 82 6128105 FSI FSO FC FV 61 - 1856.8 6299.1 - 443.46 -4.4 62 - 1726.7 6973.9 -483.6 -6.92 63 - 1092.7 542.33 - 180.36 -7.62 64 - 806.79 283.52 - 129.38 -7.62 65 - 520.77 24.83 -78.38 -7.63 66 - 234.22 -234.2 -27.28 -7.64 67 - 233•.13 - 233.12 -27.16 7.78 68 - 525.11 30.51 -79.21 7.76 69 - 816.29 293.41 - 131.11 7.75 70 - 1106.9 556.81 - 182.95 7.75 71 - 1792.3 7369.7 - 506.22 6.83 72 - 1757.0 6979.5 -448.0 4.33 73 - 940.08 616.41 - 139.55 2.81 74 - 530.11 368.61 -72.42 -1.48 75 - 885.03 602.67 - 138.29 -8.67 76 - 753.61 464.75 - 124.91 -9.67 77 - 400.88 186.9 -65.78 -8.88 78 34.27 - 147.22 -24.77 -7.41 79 324175 - 383.15 -74.37 -5.93 80 548.3 - 608.51 - 119.48 -4.46 81 707.76 - 748.34 - 148.35 -2.98 82 947.25 - 869.95 - 177.68 -1.49 83 5638.6 - 720.83 - 351.14 0.02 84 945.46 - 868.52 - 177.38 1.53 85 704.77 - 745.68 -147.8 3.02 86 543.72 - 604.42 - 118.65 4.5 87 318.5 - 377.96 -73.29 5.97 88 26.34 - 140.65 -23.4 7.45 89 - 411.52 195.13 -67.63 8.92 90 - 764.98 473.67 - 126.85 9.71 91 - 894.74 610.6 - 139.84 8.7 92 - 533.77 373.13 -72.94 1.48 93 - 943.88 626.36 - 140.26 -2.89 94 - 1744.8 7044.7 - 448.06 -4.48 95 - 1765.9 7440.0 - 504.56 -6.9 96 - 1093.3 581.2 - 181.72 -7.75 97 - 798.36 322.19 - 129.38 -7.98 98 - 488.26 44.8 -74.18 -7.84 99 - 210.01 - 210.03 -24.47 -7.08 Project: 13162 - APPENDIX A 50 of 82 6128105 Part A: LOAD INCREMENT 3: Backfill to 213 -Leg - STRUCTURAL RESPONSE OF BRIDGE •A4 LOAD INCREMENT 3: BACKFILL TO 2/3 -LEG • • A4.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 51 of 82 6128105 X -D' Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.02 -.15 -1.18 2.12 0.0 -3.71 0.43 0.0 -.53 -3.51 2(792) -.02 -.15 -1.18 2.12 -.68 -3.32 0.64 0.0 -.75 -3.13 3(793) -.03 -.15 -.25 2.12 -1.63 -2.93 0.77 0.0 -.8 -2.74 4(794) -.03. -.15 -.24 1.82 -2.64 -2.57 0.82 0.0 -.84 -2.41 5(795) -.03 -.15 0.59 1.65 -3.71 -2.31 0.73 6.21 -.75 -2.17 6(796) -.03 -.15 -.12 1.07 -4.15 -2.19 0.51 6.83 -.75 -2.06 7(797) -.03 -.15 -.22 1.33 -4.45 -2.08 0.43 0.0 -.75 -1.91 8(804) -.03 -.15 -1.0 1.14 -4.82 -1.73 -.33 0.0 -.75 -1.68 9(825) -.02 -.15 -1.14 0.56 -3.39 -1.37 -1.07 0.0 -.75 -1.45 10 (B32) -.02 -.16 -.92 0.37 -2.15 -1.21 -.98 0.0 -.75 -1.27 11(858) -.02 -.17 -.89 0.31 -.95 -1.1 -.86 0.0 -.75 -1.07 12(884) -.01 -.18 -.91 0.27 0.37 -.99 -.71 0.0 -.75 -.86 13(910) -.01 -.19 -.92 0.21 1.31 -.9 -..57 0.0 -.75 -.66 14(935) -.01 -.2 -.92 0.15 2.03 -.84 -.43 0.0 -.75 -.47 15(940) -.01 -.21 -.91 0.1 2.55 -.79 -.29 0.0 -.75 -.28 16(965) -.01 -.22 -.92 0.05 2.85 -.76 -.14 0.65 -.75 -.09 17(990) 0.0 -.22 -.92 0.0 2.95 -.75 0.0 5.9 -.75 0.1 18(1015) 0.0 -.22 -.92 -.05 2.84 -.76 0.15 0.63 -.75 0.29 19(1040) 0.0 -.21 -.91 -.1 2.52 -.79 0.29 0.0 -.75 0.48 20(1045) 0.0 -.21 -.91 -.16 2.0 -.84 0.44 0.0 -.75 0.67 21(1070) 0.0 -.2 -.92 -.21 1.26 -.91 0.58 0.0 -.75 0.87 22(1095) 0.0 -.19 -.91 -.27 .0.31 -1.0 0.72 0.0 -.75 1.08 23(1121) 0.0 -.17 -.89 -.31 -1.03 -1.1 0.86 0.0 -.75 1.28 24(1147) 0.01 -.17 -.92 -.38 -2.23 -1.21 0.99 0.0 -.75 1.46 25(1153) 0.01 -.16 -1.14 -.56 -3.48 -1.37 1.08 0.0 -.75 1.69 26(1180) 0.01 -.15 -1.2 -1.37 -4.92 -1.76 0.33 0.0 -.75 1.97 27(1187) 0.02 -.15 -.33 -2.05 -4.55 -2.17 -.41 0.0 -.75 2.2 28(1188) 0.02 -..15 -.18 -1.69 -4.28 -2.36 -.49 6.85 -.75 2.38 29(1212) 0.02 -.15 -.03 -1.5 -3.84 -2.5 -.69 6.23 -.75 2.59 30(1211) 0.02 -.15 0.0 -1.47 -2.88 -2.73 -.75 0.0 -.75 2.86 31(1210) 0.01 -.15 0.0 -1.47 -1.93 -2.99 -.75 0.0 -.75 3.13 32(1209) 0.01 -.15 0.06 -1.49 -.97 -3.27 -.76 0.0 -.76 3.4 33(1232) 0.0 -.15 0.06 -1.49 0.0 -3.54 -.77 0.0 -.74 -3.38 34(1233) 0.0 -.15 0.03 1.46 0.0 -3.51 0.75 0.0 -.74 -3.11 35(1234) -.01 -.15 0.03 1.46 -.94 -3.24 0.74 0.0 -.74 -2.84 36(1235) -.01 -.15 0.0 1.47 -1.88 -2.98 0.74 0.0 -.74 -2.57 37(1236) -.02 -.15 0.0 1.48 -2.81 -2.71 0.74 0.0 -.74 -2.36 38(1237) -.02 -.15 -.03 1.49 -3.75 -2.48 0.67 6.2 -.73 -2.19 39(1238) -.02 -.15 -.18 1.63 -4.17 -2.34 0.48 6.58 -.73 -1.96 40(1245) -.02 -.15 -.32 2.02 -4.44 -2.16 0.4 0.0 -.73 -1.68 41(1266) -.02 -.15 -1.19 1.36 -4.8 -1.75 -.39 0.0 -.73 -1.45 42(1273) -.01 -.16 -1.15 0.57 -3.35 -1.35 -1.08 0.0 -.73 -1.28 43(1299) -.01 -.17 -.92 0.37 -2.1 -1.2 -.99 0.0 -.73 -1.08 44(1325) -.01 -.17 -.89 0.31 -.89 -1.09 -.86 0.0 -.73 -.86 45(1351) 0.0 -.18 -.91 0.27 0.45 -.98 -.72 0.0 -.73 -.66 46(1376) 0.0 -.19 -.92 0.21 1.4 -.89 -.58 0.0 -.73 -.47 47(1381) 0.0 -.2 -.91 0.16 2.13 -.82 -.43 0.0 -.73 -.28 48(1406) 0.0 -.21 -.91 0.1 2.65 -.77 -.29 0.0 -.73 -.09 49(1431) 0.0 -.21 -.92 0.05 2.96 -.75 -.15 0.83 -.73 0.09 50(1456) 0.0 -.21 -.92 0.0 3.07 -.74 0.0 5.8 -.73 0.28 51(1481) 0.0 -.21 -.92 -.05 2.96 -.75 0.15 0.83 -.73 0.47 52(1486) 0.0 -.21 -.91 -.1 2.65 -.77 0.29 0.0 -.73 0.66 53(1511) 1 0.0 1 -.2 1 -.92 1 -.16 1 2.13 1 -.82 1 0.49 1 0.0 1 -.73 1 0.86 Project: 13182 - APPENDIX A 51 of 82 6128105 • • Part A: LOAD INCREMENT 3. Backfill to 2/3 Leg - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 52 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.01 -.19 -.92 -.21 1.4 -.89 0.58 0.0 -.73 1.08 55(1562) 0.01 -.18 -.91 -.27 0.45 -.98 0.72 0.0 -.73 1.28 56(1588) 0.01 -.17 -.89 -.31 -.89 -1.09 0.86 0.0 -.73 1.46 57(1594) 0.01 -.16 -.92 -.37 -2.1 -1.2 0.99 0.0 -.73 1.68 58(1621) 0.02 -.16 -1.14 -.56 -3.35 -1.35 1.08 0.0 -.73 1.96 59(1628) 0.02 -.15 -1.22 -1.39 -4.8 -1.75 0.34 0.0 -.74 2.2 60(1629) 0.02 -.15 -.32 -2.07 -4.44 -2.17 -.4 0.0 -.74 2.37 61(1653) 0.03 -.15 -.18 -1.63 -4.18 -2.35 -.48 6.58 -.74 2.58 62(1652) 0.03 -.15 -.03 -1.47 -3.75 -2.49 -.67 6.2 -.74 2.85 63(1651) 0.02 -.15 0.0 -1.5 -2.81 -2.72 -.74 0.0 -.74 3.12 64(1650). 0.02 -.15 0.0 -1.48 -1.88 -2.99 -.74 0.0 -.74 3.39 65(1673) 0.01 -.15 0.04 -1.46 -.94 -3.26 -.74 0.0 -.77 -3.38 66(1674) 0.01 -.15 0.04 -1.46 0.0 -3.52 -.75 0.0 -.76 -3.11 67(1675) 0.01 -.15 0.06 1.5 0.0 -3.52 0.78 0.0 -.76 -2.84 68(1676) 0.0 -.15 0.06 1.5 -.98 -3.25 0.76 0.0 -.76 -2.55 69(1677) -.01 -.15 0.0 1.48 -1.94 -2.98 0.76 0.0 -.76 -2.34 70(1678) -.01' -.15 0.0 1.47 -2.9 -2.7 0.76 0.0 -.76 -2.19 71(1679) -.02 -.15 -.03 1.46 -4.0 -2.47 0.67 6.27 -.76 -1.96 72(1686) -.01 -.15 -.22 1.67 -4.31 -2.34 0.48 6.86 -.76 -1.69 73(1707) -.01 -.15 -.33 1.99 -4.59 -2.17 0.42 0.0 -.76 -1.46 74(1714) -.01 -.15 -1.18 1.36 -4.96 -1.76 -.33 0.0 -.76 -1.28 7.5(1740) 0.0 -.16 -1.14 0.56 -3.52 -1.38 -1.08 0.0 -.76 -1.08 76(1766) 0.0 -.17 -.91 0.37 -2.28 -1:22 -.98 0.0 -.76 -.87 77(1792) 0.0 -.17 -.89 0.31 -1.07 -1.11 -.86 0.0 -.76 -.67 78(1817) 0.01 -.19 -.91 0.27 0.27 -1.0 -.72 0.0 -.76 -.48 79(1822) 0.01 -.2 -.92 0.21 1.21 -.91 -.58 0.0 -.76 -.29 80(1847) 0.01 -.2 -.91 0.16 1.95 -.84 -.44 0.0 -.76 -.1 81(1872) 0.01 -.21 -.91 0.1 2.47 -.8 -.29 0.0 -.76 0.09 82(1897), 0.01 -.22' -.92 0.05 2.79 -.77 -.15 0.55 -.76 0.28 83(1922) 0.01 -.22 -.92 0.0 2.9 -.76 -.01 5.88 -.76 0.47 84(1927) 0.01 -.22 -.92 -.05 2.8 -.77 0.14 0.58 -.76 0.66 85(1952) 0.01 -.21 -.91 -.1 2.5 -.8 0.28 0.0 -.76 0.86 86(1977) 0.01 -.2 -.92 -.16 1.99 -.84 0.43 0.0 -.76 1.07 87(2003) 0.01 -.19 -.92 -.21 1.27 -.91 0.57 0.0 -.76 1.27 88(2029) 0.02 -.18 -.91 -.27 0.34 -1.0 0.71 0.0 -.76' 1.45 89(2035) 0.02 -.17 -.89 -.31 -.99 -1.1 0.85 0.0 -.76 1.68 90(2062) 0.02 -.16 -.92 -.37 -2.18 -1.22 0.97 0.0 -.76 1.91 91(2069) 0.03 -.16 -1.14 -.56 -3.41 -1.37 1.07 0.0 -.76 2.06 92(2070) 0.03 -.15 -1.0 -1.13 -4.84 -1.73 0.32 0.0 -.76 2.16 93(2094) 0.03 -.15 -.21 -1.36 -4.46 -2.08 -.43 0.0 -.85 2.41 94(2093) 0.04 -.15 -.14 -1.07 -4.16 -2.19 -.5 6.84 -.8 2.78 95(2092) 0.04 -.15 0.64 -1.78 -3.85 -2.31 -.72 6.25 -.74 3.18 96(2091) 0.04 -.15 -.28 -1.87 -2.61 -2.6 -.83 0.0 -.52 3.57 97(0) 0.03 -.15 -.3 -2.16 -1.6 -2.98 -.77 0.0 0.0 0.0 98(0) 0.03 -.15 -1.23 -2.16 -.66 -3.37 -.63 0.0 0.0 0.0 99(0) 0.02 -.15 -1.23 -2.16 0.0 -3.77 -.41 0.0 Project: 13182 - APPENDIX A 52 of 82 6128105 Part A: LOAD INCREMENT 3. Backfill to 213 -Leg - STRESSES IN BRIDGE WALL • A4.2 STRESSES IN BRIDGE WALL 0 • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and'Outer steel cages FC = Concrete compression FV = Shear stress Project: 13182 - APPENDIX A 53 of 82 6128105 FSI FSO FC FV 1 - 246.26 - 246.24 -28.69 4.42 2 - 441.31 -45.64 -64.25 6.65 3 - 725.48 225.59 - 115.39 8.01 4 - 1030.4 509.98 - 170.04 8.47 5 - 1686.2 6943.6 - 476.58 7.6 6 - 1706.2 6850.6 - 437.08 4.69 7 - 923.14 609.09 - 137.11 2.92 8 - 523.32 363.8 -71:49 -1.45 9 - 871.26 590.97 - 136.09 -8.65 10 - 736.42 450.74 - 121.95 -9.65 11 - 383.53 172.92 -62.74 -8.86 12 49.22 - 160.16 -27.45 -7.38 13 338.54 - 395.08 -76.84 -5.9 14 561.05 - 620.44 - 121.91 -4.43 15 719.21 - 759.14 - 150.54 -2.95 16 959.23 - 880.06 - 179.79 -1.46 17 5698.0 - 727.59 - 354.71 0.05 18 954.55 -876.3 -179.0 1.55 19 711.5 - 752.21 - 149.12 3.05 20 549.46 - 610.05 - 119.78 4.52 21 323.47 - 382.54 -74.22 5.99 22 30.57 - 144.65 -24.21 7.46 23 - 407.76 191.76 -66.96 8.94 24 -761.9 470.79 - 126.31 9.72 25 - 892.92 608.65 - 139.54 8.71 26 - 534.02 371.6 -72.95 1.49 27 - 947.41 621.46 - 140.64 -2.81 28 - 1772.5 7038.5 - 451.88 -4.54 29 - 1763.7 7169.8 - 495.46 -7.1 30 - 1118.8 561.92 -184.9 -7.79' 31 - 825.65 297.65 - 132.65 -7.8 32 - 532.45 33.14 -80.39 -7.86 33 - 235.03 - 234.97 -27.38 -7.96 34 - 233.13 -233.1 -27.16 7.72 35 - 522.17 27.63 -78.68 7.66 36 - 808.65 286.41 - 129.75 7.62 37 - 1094.9 545.23 - 180.79 7.62 38 - 1728.2 6993.3 - 484.46 6.93 39 - 1858.8 6315.4 - 444.21 4.41 40 - 925.93 604.09 - 137.39 2.71 41 - 521.37 361.04 -71.2 -1.53 42 - 860.99 583.75 - 134:48 -8.74 43 - 719.52 438.86 - 119.11 -9.74 44 -361.9 157.54 -59.02 -8.95 45 73.65 - 179.12 -31.48 -7.47 46 366.35 - 416.88 -81.47 -5.98 47 591.8.1 - 646.57 - 127.35 -4.5 48 752.8 - .787.79 - 156.49 -3.02 49 1001.0 - 912.14 - 186.63 -1.51 50 5381.6 _ 722.92 - 340.68 0.0 51 1000.9 - 912.03 - 186.61 1.52 52 752.57 - 787.61 - 156.45 3.02 53 591.63 - 646.43 - 127.31 4.5 54 366.04 - 416.65 - 81.42 5.98 55 73.19 - 178.77 -31.41 7.47 56 - 362.66 158..08 -59.15 8.95 57 - 720.22 439.33 - 119.22 9.75 58 - 861.58 584.2 - 134.57 8.74 59 - 521.61 361.06 -71.24 1.53 60 - 926.69 603.95 - 137.49 -2.7 Project: 13182 - APPENDIX A 53 of 82 6128105 FSI FSO FC FV 61 - 1861.3 6318.0 - 444.64 -4.4 62 - 1730.9 6997.2 - 484.98 -6.93 63 - 1096.3 545.18 - 180.99 -7.63 64 - 810.02 286.06 - 129.94 -7.63 65 - 523.45 27.05 -78.85 -7.67 66 - 234.04 - 234.02 -27.26 -7.73 67 - 233.85 - 233.84 -27.24 8.03 68 -533.6 36..25 -80.66 7.91 69 - 828.69 302.41 - 133.25 7.85 70 - 1123.2 568.9 - 185.77 7.84 71 - 1815.4 7490.5 - 513.58 6.92 72 - 1180.2 7092.6 -454.5 4.4 73 - 953.68 627.37 - 141.61 2.86 74 - 537.86 375.04 -73.49 -1.46 75 - 903.01 616.68 - 141.15 -8.69 76 -775.8 481.39 - 128.67 -9.7 77 - 422.89 203.19 -69.59 -8.92 78 15.88 - 132.73 -21.71 -7.45 79 308.44 - 370.39 -71.67 -5.98 80 534.2 - 596.75 - 117.03 -4.52 81 696.17 - 738.83 - 146.35 -3.05 82 936.91 - 862.53 - 176:07 -1.56 83 5601.9 - 718.13 - 349.17 -.05 84 942.11 - 666.71 - 176.96 1.45 85 705.14 -746.9 - 148.01 2.94 86 547.59 - 608.78 - 119.5 4.42 87 326.05 - 385.07 -74.73 5.88 88 37.75 - 150.99 -25.52 7.36 89 - 394.26 180.87 -64.6 8.83 90 - 745.04 457.18 - 123.42 9.61 91 - 876.78 595.21 - 136.96 8.62 92 - 525.03 365.31 -71.72 1.43 93 - 925.64 611.25 - 137.49 -2.95 94 - 1709.5 6867.3 - 438.02 -4.55 95 - 1736.1 7219.0 - 492.96 -7.48 96 - 1022.7 501.06 -168.6 -8.54 97 - 718.64 214.91 - 114.02 -7.97 98 - 437.93 -54.45 -63.46 -6.53 99 - 250.16 - 250.17 -29.14 -4.2 Project: 13182 - APPENDIX A 53 of 82 6128105 Part A: LOAD INCREMENT 4: BackfiIl to Haunch - STRUCTURAL RESPONSE OF BRIDGE • A5 LOAD INCREMENT 4: BACKFILL TO HAUNCH • • A5.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in Kfft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 54 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.01 -.19 -1.91 2.57 0.0 -4.57 0.03 0.0 -.21 -4.34 2(792) -.02 -.19 -1.91 2.57 -.26 -4.11 0.38 0.0 -.56 -3.87 3(793) -.02 -.19 -1.1 2.8 -.97 -3.62 0.66 0.0 -.76 -3.36 4(794) -.03 -.19 -.97 2.77 -1.93 -3.11 0.84. 0.0 -.93 -2.85 5(795) -.03 -.19 0.39 2.83 -3.11 -2.67 0.83 5.93 -.87 -2.45 6(796) -.03 -.19 -.68 2.31 -3.63 -2.41 0.63 6.61 -.91 -2.2 7(797) -.03 -.19 -.19 2.31 -4.02 -2.19 0.56 0.0 -.89 -1.94 8(804) -.02 -.19 -.76 1.87 -4.51 -1.77 -.24 0.0 -.79 -1.65 9(825) -.02 -.2 -1.14 0.56 -3.13 -1.39 -1.03 0.0 -.79 -1.43 10(832) -.02 -.2 -.92 0.37 -1.94 -1.24 -.94 0.0 -.79 -1.25 11(858) -.02 -.21 -.89 0.31 -.8 -1.13 -.82 0.0 -.79 -1.05 12(884) -.01 -.22 -.91 0.27 0.47 -1.03 -.68 0.0 -.79 -.83 13(910) -.01 -.23 -.92 0.21 1.36 -.94 -.54 0.0 -.79 -.63 14(935) -.01 -.23 -.92 0.15 2.03 -.87 -.4 0.0 -.79 -.44 15(940) -.01 -.24 -.91 0.1 2.5 -.83 -.26 0.0 -.79 -.25 16(965) -.01 -.24 -.92 0.05 2.76 -.8 -:11 0.5 -.79 -.06 17(990) -.01 -.24 -.92 0.0 2.82 -.8 0.03 5.83 -.79 0.12 18(1015) -.01 -.23 -.92 -.05 2.67 -.81 0.17 0:36 -.79 0.31 19(1040) -.01 -.23 -.91 -.1 2.33 -.84 0.31 0.0 -.79' 0.5 20(1045) -.01 -.22 -.91 -.16 1.78 -.88 0.46 0.0 -.79 0.69 21(1070) -.01 -.2 -.92 -.21 1.02 -.95 0.59 0.0 -.79 0.89 22(1095) 0.0 -.19 -.91 -.27 0.05 -1.04 0.73 0.0 -.79 1.11 23(1121) 0.0 -.18 -.89 -.31 -1.31 -1.15 0.87 0.0 -.79 1.31 24(1147) 0.0 -.17 -.92 -.38 -2.53 -1.26 0.99 0.0 -.79 1.49 25(1153) 0.01 -.16 -1.14 -.56 -3.78 -1.42 1.08 0.0 -.79 1.71 26(1180) 0.01 -.15 -1.2 -1.37 -5.23 -1.8 0.31 0.0 -.79 1.99 27(1187) 0.02 -.15 -.33 -2.05 -4.83 -2.21 -.45 0.0 -.79 2.22 28(1188) 0.02 -.15 -.18 -1.69 -.4.52 -2.39 -.53 6.92 -.8 2.4 29(1212) 0.02 -.15 -.03 -1.5 -4.05 -2.53 -.73 6.28 -.8 2.62 30(1211) 0.02 -.15 0.0 -1.47 -3.05 -2.75 -.8 0.0 -.8 2.89 31(1210) 0.01 -.15 0.0 -1.47 -2.04 -3.02 -.8 0.0 -.8 3.15 32(1209) 0.01 -.15 0.07 -1.5 -1.03 -3.29 -.8 0.0 -.81 3.43 33(1232) 0.0 -.15 0.07 -1.5 0.0 -3.57 -.81 0.0 -.75 -3.38 34(1233) 0.0 -.15 0.03 1.46 0.0 -3.51 0.75 0.0 -.74 -3.11 35(1234) -.01 -.15 0.03 1.46 -.95 -3.24 0.74 0.0 -.74 -2.84 36(1235) -.01 -.15 0.0 1.47 -1.89 -2.98 0.74 0.0 -.74 -2.57 37(1236) -.02 -.15 0.0 1.48 -2.83 -2.71 0.74 0.0 -.74 -2.36 38(1237) -.02 -.15 -.03 1.49 -3.76 -2.48 0.67 6.21 -.74 -2.19 39(1238) -.02 -.15 -.18 1.62 -4.19 -2.34 0.48 6.59 -.74 -1.96 40(1245) -.02 -.15 -.32 2.02 -4.46 -2.16 0.4 0.0 -.74 -1.68 41(1266) -.01 -.15 -1.19 1.36 -4.82 -1.75 -.34 0.0 -.74 -1.45 42(1273) -.01 -.16 -1.15 0.57 -3.37 -1.36 -1.08 0.0 -.74 -1.28 43(1299) -.01 -.16 -.92 0.37 -2.13 -1.2 -.99 0.0 -.74 -1.08 44(1325) -.01 -.17 -.89 0.31 -.92 -1.09 -.86 0.0 -.74 -.86 45(1351) 0.0 -.18 -.91 0.27 0.42 -.98 -.72 0.0 -.74 -.66 46(1376) 0.0 -.19 -.92 0.21 1.37 =.89 -.58 0.0 -.74 -.47 47(1381) 0.0 -.2 -.91 0.16 2.'1 -.82 -.43 0.0 -.74 -.28 48(1406) 0.0 -.21 -.91 0.1 2.62 -.78 -.29 0.0 -.74 -.09 49(1431) 0.0 -.21 -.92 0.05 2.93 -.75 -.15 0.78 -.74 0.09 50(1456) 0.0 -.21 -.92 0.0 3.03 -.74 0.0 5.79 -.74 0.28 51(1481) 0.0 -.21 -.92 -.05 2.93 -.75. 0.15 0.78 -.74 0.47 52(1486) 0.0 -.21 -.91 -.1 2.62 -.78 0.29 0.0 -.74 0.66 53 (1511) 0.0 -.2 1 -.92• -.16 2.1 -..82 0.43 0.0 -.74 0.86 Project: 13182 - APPENDIX A 54 of 82 6128105 • • • Part A: LOAD INCREMENT 4: Backfill to Haunch - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 55 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.01 -.19 -.92 -.21 1.37 -.89 0.58 0.0 -.74 1.08 55(1562) 0.01 -.18 -.91 -.27 0.42 -.98 0.72 0.0 -.74 1.28 56(1588) 0.01 -.17 -.89 -.31 -.92 -1.09 0.86 0.0 -.74 1.46 57(1594) 0.01 -.16 -.92 -.37 -2.13 -1.2 0.99 0.0 -.74 1.68 58(1621) 0.02 -.16 -1.14 -.56 -3.38 -1.36• 1.08 0.0 -.74 1.96 59(1628) 0.02 -.15 -1.22 -1.39 -4.82 -1.75 0.34 0.0 -.74 2.2 60(1629) 0.02 -.15 -.32 -2.07 -4.46 -2.17• -.4 0.0 -.74 2.37 61(1653) 0.03 -.15 -.18 -1.63 -4.2 -2.35 -.48 6.59 -.74 2.58 62(1652) 0.03 -.15 -.03 -1.47 -3.77 -2.4.9 -.67 6.2 -.74 2.85 63(1651) 0.02 -.15 0.0 -1.5 -2.83 -2.72 -.74 0.0 -.74 3.12 64(1650) 0.02 -.15 0.0 -1.48 -1.89 -2.99 -.74 0.0 -.75 3.39 65(1673) 0.01 -.15 0.04 -1.46 -.95 -3.26 -,74 0.0 -.81 -3.41 66(1674) 0.0 -.15 0.04 -1.46 0.0 -3.52 -.75 0.0 -.8 -3.14 67(1675) 0.0 -.15 0.01 1.5 0.0 -3.55 0.82 0.0 -.8 -2.87 68(1676) 0.0 -.15 0.07 1.5 -1.03 -3.27 0.81 0.0 -.8 -2.58 69(1677) -.01 -.15 0.0 1.48 -2.05 -3.0 0.8 0.0 -.8 -2.37 70(1678) -.01 -.15 0.0 1.47 -3.06 -2.72 0.8 0.0 -.8 -2.21 71(1679) -.01 -.15 -.03 1.46 -4.21 -2.5 0.71 6.33 -.8 -1.99 72(1686) -..01 -.15 -.22 1.67 -4.55 -2.37 0.52 6.93 -.8 -1.71 73(1707) -.01 -.15 -.33 1.99 -4.85 -2.2 0.46 0.0 -.8 -1.49 74(1714) -.01 7.15. -1.18 1.36 -5.26 -1.8 -.31 0.0 -.8 -1.31 75(1740) 0.0 -.16 -1.14 0.56 -3.81 -1.42 -1.08 0.0 -.8 -1.11 76(1766) 0.0 -.17 -.91 0.37 -2.56 -1.27 -.99 0.0 -.8 -.89 77(1792) 0.01 -.18 -.89 .0.31 -1.35 -1.15 -.87 0.0 -.8 -.69 78(1817) 0.01 -.19 -.91 0.27 0.01 -1.05 . -.73 0.0 -.8 -.5 79(1822) 0.01 -.2 -.92 0.21 0.98 -.96 7.59 0.0 -.8 -.31 80(1847) 0.02 -.21 -.91 0.16 1.74 -.89 -.45 0.0 -.8 -.12 81(1872) 0.02 -.22 -.91 0.1 2.29 -.84 -.32 0.0 -.8 0.06 82(1897) 0.02 -.23 -.92 0.05 2..64 -.81 -.17 0.29 -.8 0.25 83(1922) 0.02 -.24 -.92 0.0 2.78 -.8 -.03 5.82 -.8 0.44 84(1927) 0.02 -.24 -.92 -.05 2.73 -.81 0.11 0.44 -.8 0.63 85(1952) 0.02 -.24 -.91 -.1 2.47 -.83 0.25 0.0 -.8 0.83 86(1977) 0.02 -.23 -.92 -.16 2.0. -.88 0.39 0.0 -.8 1.05 87(2003) 0.02 -.22 -.92 -.21 '1.33 -.94 0.53 0.0 -.8 1.25 88(2029) 0.02 -.22 -.91 -.27 0.45 -1.03 0.67 0.0 -.8 1.42 89(2035) 0.02 -.21 -.89 -.31 -.82 -1.13 0.82 0.0 -.8 1.65 90(2062) 0.03 -.2 -:92 -.37 -1.96 -1.24 0.94 0.0 -.89 1.94 91(2069) 0.03 -.'2 -1.14 -.56 -3.14 -1.4 1.03 0.0 -.91 2.21 92(2070) 0.03 -.19 -.8 -1.82 -4.52 -1.77 0.24 0.0 -.87 2.42 93(2094) 0.03 -.19 -.22 -2.39 -4.03 -2.19 -.56 0.0 -.94 2.84 94(2093) 0.04 -.19 -.68 -2.26 -3.65 -2.41 -.6 6.62 -.75 3.38 95(2092) 0.04 -.19 0.45 -2.93 -3.28 -2.66 -.81 6.01 -.55 3.89 96(2091) 0.03 -.19 -.98 -2.78 -1.92 -3.11 -.85 0.0 -.2 4.36 97(0) 0.03 -.19 -1.08 -2.77 -.96 -3.64 -.65 0.0 0.0 0.0 98(0) 0.02 -.19 -1.91 -2.57 -.26 -4.13 -.38 0.0 0.0 0.0 99(0) 0.02 -.19 -1.91 -2.57 0.0 -4.6 -.03 0.0 Project: 13182 - APPENDIX A 55 of 82 6128105 Part A: LOAD INCREMENT 4: Backfiil to Haunch - STRESSES IN BRIDGE WALL .• A5.2 STRESSES IN BRIDGE WALL • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and'Outer steel cages FC = Concrete compression FV = Shear stress Praject 13182 - APPENDIX A 56 of 82 6128105 FSI FSO FC FV 1 - 303.79 - 303.76 -35.39 0.33 2 - 357.89 -205.1 -46.65 3.94 3 - 554.54 9.04 • -82.89 6.78 4 - 832.77 290.03 - 133.46 8.74 5 - 1533.7 5705.3 - 413.66 8.61 6 - 1565.7 5911.6 - 390.65 5.79 7 - 850.14 536.44 - 125.79 3.84 8 - 494.43 335.13 -67.44 -1.06 9 - 812.21 538.92 - 126.58 -8.32 10 - 674.19 397.45 - 111.18 -9.26 li -333.8 129.81 -53.93 -8.47 12 76.13 - 186.97 -32.83 -7.01 13 349.7 - 408.77 -79.48 -5.55 14 557.47 - 621.94 -122.0 -4.1 15 702.0 -748.4 - 148.12 -2.64 16 924.67 - 856.97 - 174.68 -1.17 17 5441.5 - 706.87 - 340.65 0.31 18 894.08 - 832.41 -169.5 1.79 19 650.01 - 701.71 - 138.53 3.26 20 479.48 - 551.92 - 107.62 4.71 21 246.43 - 322.68 -61.5 6.15 22 -52.77 -79.54 -10.39 7.6 23 - 503.49 261.85 -83.5 9.04 24 - 855.63 540.31 -142.2 9.8 25 -967.0 665.67 - 151.27 8.75 26 - 564.92 397.03 -77.22 1.41 27 -999.9 663.78 - 148.59 -3.07 28 - 1859.1 7461.1 - 476.15 -4.9 29 - 1845.1 7595.7 - 521.43 -7.53 30 - 1173.9 602.5 - 194.41 -8.24 31 - 863.12 324.3 - 139.09 -8.24 32 - 552.34 45.81 -83.76 -8.3 33 -236.8 - 236.74 -27.59 -8.43 34 - 233.06 - 233.03 -27.15 7.76 35 - 523.59 28.8 -78.93 7.69 36 - 811.52 288.68 - 130.25 7.66 37 - 1099.2 548.62 - 181.53 7.66 38 - 1734.4 7027.6 - 486.49 6.96 39 - 1866.3 6346.7 - 446.15 4.44 40 - 930..06 607.6 - 138.02 2.73 41 -523.8 363.14 -71.54 -1.52 42 - 867.39 588.82 - 135.49 -8.73 43 - 728.28 445.56 -120.6 -9.73 44 - 371.66 164.92 -60.71 -8.94 45 64.09 - 171.35 -29.85 -7.46 46 356.45 - 408.83 -79.78 -5.97 47 581.61 - 637.63 -125.5 -4.5 48 742.42 - 778.69 - 154.61 -3.01 49 988.79 - 902.52 - 184.59 -1.51 50 5314.2 - 716.21 - 336.78 0.0 51 988.67 - 902.43 - 184.57 1.51 52 742.23 - 778.53 - 154.58 3.01 53 581.47 - 637.53 - 125.48 4.5 54 356.2 - 408.64 -79.74 5.97 55 63.69 - 171.06 -29.79 7.46 56 - 372.33 165.39 -60.83 8.94 57 - 728.89 445.96 -120.7 9.74 58 -867.9 589.21 - 135.58 8.73 59 - 524.02 363.13 -71.57 1.52 . 60 - 930.76 607.9 - 138.11 -2.72 Praject 13182 - APPENDIX A 56 of 82 6128105 FSI FSO FC FV 61 - 1868.6 6348.9 - 446.55 -4.43 62 - 1737.0 7031.1 - 486.99 -6.96 r63 - 1100.5 548.52 - 181.73 -7.66 64 - 812.85 288.3 - 130.44 -7.66 65 - 524.85 28.21 -79.09 =7.7 66 - 233.97 - 233.95 -27.26 -7.77 67 - 235.62 - 235.62 -27.45 8.48 68 - 552.94 48.48 -83.94 8.34 69 - 865.04 328.17 -139.5 8.28 70 - 1176.6 608.15 -195.0 8.27 71 - 1897.1 7917.3 -539.6 7.34 72 - 1864.2 7501.6 - 478.02 4.75 73 - 1004.5 668.29 -149.3 3.11 74 - 567.77 399.62 -77.62 -1.39 75 - 974.48 671.62 - 152.46 -8.73 76 - 865.92 548.17 - 143.95 -9.78 77 -514.6 270.24 -85.42 -9.03 78 -63.52 -70.82 -8.56 -7.59 79 235.47 - 313.84 -59.64 -6.14 80 468.39 - 542.27 - 105.63 -4.71 81 638.93 - 692.04 - 136.53 -3.26 82 881.43 - 822.55 - 167.41 -1.8 83 5372.6 - 700.11 - 336.68 -.32 84 912.47 - 847.48 - 172.66 1.16 85 692.07 - 739.78 - 146.33 2.63 86 548.09 - 613.85 - 120.32 4.09 87 341.15 - 401.96 -78.04 5.53 88 68.44 - 180.86 -31.54 6.99 89 - 340.69 134.87 -55.13 8.44 90 - 679.34 401.25 - 112.06 9.23 91 - 815.16 541.13 - 127.05 8.29 92 -495.2 335.89 -67.55 1.06 93 - 852.13 538.17 -126.1 -3.8 94 - 1570.5 5941.2 - 392.17 -5.55 95 - 1591.5 6042.5 - 433.22 -8.43 96 - 830.18 287.35 - 132.99 -8.77 97 - 554.66 6.6 -82.83 -6.76 98 - 358.49 - 206.95 -46.68 -3.93 99 - 305.17 - 305.18 -35.55 -.31 Praject 13182 - APPENDIX A 56 of 82 6128105 Part A: LOAD INCREMENT 5: Backfill to 1' -0" Cover - STRUCTURAL RESPONSE OF BRIDGE . A6 LOAD INCREMENT 5: BACKFILL TO 1' -0" COVER • • A6.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Ln, Forces are in K /ft, MOMENT are in ft *K /ft = Beam node number (N= Corresponding Node number) = Node displacements = Normal and Shear pressures at the node = Values at the node = Crack depth = Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 57 of 82 6128105 X -D Y -D NP 'SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.04 -.34 -3.52 2.63 0.0 -9.9 0.1 0.0 -.42 -9.66 2(792) -.05 -.34 -3.52 2.63 -.53 -9.42 0.74 0.0 -1.06 -9.18 3(793) -.07 -.34 -3.29 3.22 -1.89 -8.88 1.37 0.0 -1.67 -8.59 4(794) -.09 -.34 -3.58 3.58 -4.0 -8.26 1.99 4.65 -2.32 -7.94 5(795) -.1 -.34 -2.56 4.11 -6.94 -7.71 2.29 6.42 -2.67 -7.34 6(796) -.1 -.34 -3.96 4.15 -8.55 -7.38 2.05 7.2 -3.04 -6.86 7(797) -.09 -.34 -2.41 3.84 -9.92 -7.04 2.05 9.07 -3.24 -6.39 8(804) -.09 -.34 -4.84 5.42 -11.76 -6.1 -.41 0.0 -3.25 -5.29 9(825) -.08 -.36 -5.27 1.23 -7.78 -5.15 -2.84 7.91 -3.47 -4.35 10(832) -.07 -.37 -4.29 0.82 -4.66 -4.78 -2.33 6.16 -3.62 -3.58 11(858) -.07 -.39 -3.5 0.73 -1.99 -4.53 -1.79 0.0 -3.72 -2.82 12(884) -.06 -.42 -2.99 0.63 0.58 -4.3 -1.32 0.0 -3.77 -2.12 13(910) -.05 -.45 -2.59 0.52 2.21 -4.1 -.96 0.0 -3.79 -1.57 14(935) -.04 -.48 -2.32 0.38 3.36 -3.96 -.67 5.61 -3.79 -1.08 15(940) -.04 -.5 -2.13 0.23 4.15 -3.87 -.43 6.1 -3.79 -.64 16(965) -.04 -.51 -2.04 0.11 4.61 -3.81 -.22 6.19 -3.79 -.23 17(990) -.04 -.51 -2.01 0.0 4.78 -3.8 -.02 6.39 -3.79 0.18 18(1015) -.04 -.51 -2.05 -.08 4.66 -3.81 0.18 6.2 -3.78 0.6 19(1040) -.04 -.49 -2.15 -.19 4.26 -3.85 0.4 5.98 -3.77 1.04 20(1045) -.04 -.46 -2.35 -.32 3.53 -3.93 0.64 5.69 -3.76 1.54 21(1070) -.03 -.43 -2.68 -.45 2.42 -4.06 0.94 0.0 -3.72 2.1 22(1095) -.02 -.4 -3.0 -.57 0.8 -4.24 1.31 0.0 -3.65 2.8 23(1121) -.O1 -.36 -3.53 -.61 -1.77 -4.45 1.8 0.0 -3.53 3.55 24(1147) 0.0 -.33 -4.12 -.72 -4.46 -4.68 2.33 6.27 -3.37 4.29 25(1153) 0.01 -.31 -5.14 -.46 -7.55 -4.97 2.82 7.88 -3.04 5.15 26(1180) 0.02 -.29 -6.52 -3.91 -11.5 -5.86 0.66 0.0 -2.69 6.25 27(1187) 0.03 -.29 -1.85 -1.66 -10.08 -6.69 -1.56 9.13 -2.51 6.47 28(1188) 0.04 -.29 -2.18 -1.44 -9.05 -6.78 -1.65 7.29 -2.3 6.64 29(1212) 0.05 -.29 -2.25 -1.48 -7.68 -6.81 -1.95 6.56 -1.98 6.86 30(1211) 0.04 -.29 -2.04 -1.57 -5.16 -7.0 -1.8 5.87 -1.61 7.15 31(1210) 0.03 -.29 -1.55 -1.61 -3.12 -7.29 -1.47 3.61 -1.33 7.44 32(1209) 0.01 -.28 -1.1 -1.61 -1.43 -7.59 -1.23 0.0 -1.13 7.73 33(1232) 0.0 -.28 -1.1 -1.61 .0.0 -7.88 -1.03 0.0 -1.13 -7.69 34(1233) 0.0 -.28 -1.17 1.47 0.0 -7.82 1.03 0.0 -1.35 -7.42 35(1234) -.02 -.28 -1.17 1.47 -1.44 -7.56 1.24 0.0 -1.63 -7.14 36(1235) -.05 -.29 -1.56 1.55 -3.15 -7.28 1.49 3.66 -2.0 -6.86 37(1236) -.06 -.29 -2.04 1.54 -5.22 -7.0 1.82 5.89 -2.32 -6.65 38(1237) -.07 -.29 -2.25 1.44 -7.76 -6.81 1.97 6.57 -2.53 -6.48 39(1238) -.07 -.29 -2.18 1.34 -9.14 -6.79 1.67 7.34 -2.71 -6.26 40(1245) -.06 -.29 -1.85' 1.64 -10.19 -6.7 1.58 9.15 -3.06 -5.18 41(1266) -.05 -.29 -6.42 3.85 -11.62 -5.88 -.66 0.0 -3.39 -4.32 42(1273) -.04 -.3 -5.15 0.47 -7.65 -5.0 -2.84 7.9 -3.55 -3.59 43(1299) -.04 -.32 -4.1 0.7 -4.53 -4.71 -2.35 6.13 -3.67 -2.83 44(1325) -.03 -.35 -3.52 0.63 -1.81 -4.48 -1.83 0.0 -3.75 -2.13 45(1351) -.02 -.38 -3.06 0.55 0.82 -4.26 -1.34 0.0 -3.78 -1.57 46(1376) -.01 -.41 -2.65 0.43 2.45 -4.09 -.96 0.0 -3.8 -1.08 47(1381) 0.0 -.44 -2.34 0.33 3.61 -3.96 -.67 5.73 -3.81 -.64 48(1406) 0.0 -.46 -2.14 0.2 4.38 -3.88 -.43 6.18 -3.81 -.22 49(1431) 0.0 -.48 -2.04 0.08 4.83 -3.83 -.21 6.24 -3.82 0.19 50(1456) 0.0 -.48 -2.01 -.01 4.99 -3.82 -.01 6.36 -3.81 0.61 51(1481) 0.0 -.48 -2.04 -.1 4.87 -3.84 0.19 6.25 -3.81 1.05 52(1486) 0.0 -.46 -2.15 -.2 4.46 -3.88 0.4 6.2 -3.79 1.54 53 (1511) 0.0 -.49 1 -2.35 -.33 1 3.73 -3.97 0.69 5.78 -3.74 2.11 Project: 13182 - APPENDIX A 57 of 82 6128105 • • Part A: LOAD INCREMENT 5: Backfill to V -0" Cover - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 58 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.01 -.41 -2.69 -.38 2.61 -4.09 0.94. 0.0 -3.63 2.81 55(1562) 0.02 -.38 -3.09 -.4 1.0 -4.24 1.32 0.0 -3.48 3.57 56(1588) 0.03 -.35 -3.55 -.52 -1.61 -4.42 1.82 0.0 -3.32 4.3 57(1594) 0.04 -.32 -4.11 -.7 -4.33 -4.64 2.36 6.07 -3.0 5.16 58(1621) 0.05 -.3 -5.11 -.49 -7.45 -4.94 2.85 7.87 -2.66 6.26 59(1628) 0.05 -.29 -6.48 -3.98 -11.43 -5.84 0.69 0.0 -2.49 6.48 60(1629) 0.06 -.29 -1.75 -1.7 -10.04 -6.69 -1.54 9.12 -2.29 6.64 61(1653) 0.07 -.29 -2.13 -1.32 -9.02 -6.78 -1.64 7.33 -1.98 6.85 62(1652) 0.07 -.29 -2.21 -1.43 -7.66 -6.81 -1.94 6.56 -1.61 7.14 63(1651) 0.07 -.29 -2.01 -1.56 -5.15 -6.99 -1.79 5.87 -1.33 7.42 64(1650) 0.05 -.28 -1.54 -1.58 -3.11 -7.28 -1.47 3.61 -1.12 7.7 65(1673) 0.03 -.28 -1.14 -1.5 -1.42 -7.56 -1.22 0.0 -1.16 -7.71 66(1674) 0.01 -.28 -1.14 -1.5 0.0 -7.84 -1.02 0.0 -1.36 -7.42 67(1675) 0.01 -.28 -1.09 1.59 0.0 -7.85 1.06 0.0 -1.64 -7.13 68(1676) -.01 -.28 -1.09 1.59 -1.48 -7.56 1.26 0:0 -2.04 -6.83 69(1677) -.02 -.29 -1.54 1.59 -3.21 -7.27 1.5 3.71 -2.35 -6.61 70(1678) -.04 -.29 -2.02 1.54 -5.3 -6.98 1.84 5.91 -2.53 -6.46 71(1679) -.04 -.29 -2.2 1.44 -8.24 -6.8 1.94 6.62 -2.7 -6.25 72(1686) -.04 -.29 -2.15 1.35 -9.23 -6.79 1.63 7.31 -3.03 -5.16 73(1707) -.03 -.29 -1.8 1.67 -10.28 -6.69 1.58 9.16 -3.35 -4.29 74(1714) -.02 -.29 -6.38 3.97 -11.7 -5.86 -.66 0.0 -3.5 -3.57 75 (1740) -.01 -.31 -5.11 0.54 -7.74 -4.96 -2.83 7.91 -3.61 -2.81 76(1766) 0.0 -.33. -4.06 0.74 -4.63 -4.66 -2.35 6.16 -3.69 -2.11 77(1792) 0.01 -.36 -3.5 0.66 -1.92 -4.42 -1.82 0.0 -3.72 -1.55 78(1817) 0.03 -.4 -3.05 0.57 0.7 -4.2 -1.33 0.0 -3.73 -1.06 79(1822) 0.03 -.43 -2.65 0.44 2.34 -4.02 -.95 '0.0 -3.74 -.62 80(1847) 0.04 -.46 -2.33 0.34 3.48 -3.89 -.66 5.67 -3.74 -.2 81(1872) 0.04 -.99 -2.14 0.2 4.24 -3.81 -.42 5.97 -3.74 0.21 82(1897) 0.05 -.51 -2.04 0.09 4.67 -3.76 -.2 6.21 -3.74 0.63 83(1922) 0.05 -.51 -2.0 -.01 4.81 -3.75 0.0 6.4 -3.74 1.07 84(1927) 0.05 -.51 -2.04 -.11 4.66 -3.77 0.21 6.21 -3.74 1.56 85(1952) 0:05 -.5 -2.13 -.24 4.22 -3.82 0.42 5.97 -3.73 2.12 86(1977) 0.05 -.48 -2.34 -.38 3.45 -3.91 0.66 4.99 -3.68 2.8 87(2003) 0.05 -.45 -2.63 -.54 2.3 -4.05 0.95 0.0 -3.58 3.56 B8 (2029) 0.06 -.43 -2.93 -.65 0.68 -4.25 1.31 0.0 -3.43 4.33 89(2035) 0.07 -.39 -3.51 -.73 -1.89 -4.49 1.79 0.0 -3.22 5.28 90(2062) 0.08 -.37 -4.32 -.86 -4.55 -4.74 2.33 6.13 -3.2 6.39 91(2069) 0.09 -.36 -5.24 -1.24 -7.67 -5.12 2.84 7.89 -3.0 6.87 92(2070) 0.09 -.34 -4.92 -5.45 -11.65 -6.07 0.43 0.0 -2.69 7.29 93(2094)• 0.1 -.34 -2.41 -3.92 -9.83 -7.03 -2.01 9.06 -2.35 7.9 94(2093) 0.1 -.34 -3.99 -4.13 -8.48 -7.37 -1.97 7.2 -1.65 8.62 95(2092) 0.11. -.34 -2.48 -4.24 -7.34 -7.69 -2.24 6.47 -1.05 9.21 96(2091) 0.1 -.34 -3.58 -3.65 -3.95 -8.26 -2.0 4.62 -.41 9.7 97(0) 0.08 -.34 -3.27 -3.23 -1.85 -8.91 -1.35 0.0 0.0 0.0 98(0) 0.06 -.34 -3.51 -2.71 -.52 -9.46 -.73 0.0 0.0 0.0 99(0) 0.05 -.39 -3.51 -2.71 0.0 -9.95 -.09 0.0 Project: 13182 - APPENDIX A 58 of 82 6128105 Part A: LOAD INCREMENT 5: Backfill to 1' -0" Cover - STRESSES IN BRIDGE WALL 6 A6.2 STRESSES IN BRIDGE WALL • Stresses are in psi BN = Beam node number FSI,.FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = 'Shear stress Project: 13182 - APPENDIX A 59 of 82 6128105 FSI FSO FC FV 1 - 657.27 - 657.35 -76.58 1.03 2 - 799.25 -487.7 - 103.22 7.69 3 - 1203.5 - 103.85 - 175.89 14.13 4 - 2563.6 3854.3 - 506.98 20.63 5 - 3704.9 12455.0 7956.19 23.68 6 - 3941.5 13668.0 - 949.61 18.82 •7 - 3272.9 10492.0 - 646.95 13.98 8 - 1338.4 824.29 - 181:57 -1.83 9 - 2949.3 10319.0 - 657.47 -22.94 10 - 2367.8 6954.8 - 559.85 -23.02 11 - 949.23 212.96 -148.3 -18.58 12 - 100.36 - 426.07 - 63.32. -13.63 13 402.84 - 830.39 - 148.54 -9.89 14 5745.4 - 1227.8 - 435.99 -6.98 15 7814.2 - 1244.2 - 525.49 -4.5 16 8522.2 - 1333.7 - 569.43 -2.3 17 9772.3 - 1269.0 -611.7 -.22 18 8659.1 - 1340.5 - 576.25 1.87 '19 7546.0 - 1401.1 -539.1 4.1 20 6078.5 - 1260.1 -455.1 6.64 21 469.27 - 881.59 - 159.45 9.71 22 -29.97 - 478.82 -74.63 13.59 23 - 872.26 161.42 - 135.17 18.63 24 - 2183.6 7049.3 - 535.66 22.98 25 - 2853.2 9983.4 - 636.08 22.77 26 - 1305.4 809.54 - 177.16 2.95 27 - 3271.8 10722.0 - 651.24 -10.65 28 - 4018.1 14623.0 - 987.25 -15.22 29 - 3820.6 14056.0 - 1025.4 -20.23 30 - 2835.6 7474.3 - 665.01 -18.61 31 - 2009.0 2265.8 -372.8 -15.22 32 - 969.34 - 135.12 -140.0 -12.71 33 - 523.38 - 523.36 -60.97 -10.63 34 - 519.57 - 519.57 -60.52 10.62 35 - 969..54 - 131.17 - 140.16 12.83 36 - 2025.4 2309.2 - 376.65 15.42 37 - 2861.8 7589.7 - 672.66 18.82 38 - 3849.4 14215.0 - 1034.9 20.44 39 - 3969.5 14957.0 - 989.56 15.4 40 - 3306.5 10876.0 -658.9 10.79 41 - 1318.3 819.61 - 178.93 -2.95 42 - 2891.7 10155.0 - 645.53 -22.94 43 - 2306.4 6741.9 - 544.34 - 23..22 44 - 885.45 168.61 - 137.36 -18.92 45 -27.43 - 484.18 -75.59 -13.82 46 478.97 - 893.44 - 161.73 -9.'93 47 6246.0 - 1281.2 - 465.48 -6.93 48' 8337.0 - 1283.1 - 553.64 -4.43 49 8997.4 - 1373.8 - 595.76 -2.22 50 9606.1 - 1300.5 -609.7 -.15 51 9084.9 - 1380.6 - 600.51 1.92 52 8511.9 - 1296.4 - 563.08 4.13 53 6487.4 - 1307.6 - 479.81 6.65 54 527.59 - 934.37 - 170.26 9.71 55 30.0 - 529.76 -85.23 13.7 56 - 817.31 121.22 - 125.68 18.87 57 - 2219.2 6408.0 - 521.35 23.25 58 - 2823.9 9873.6 - 629.37 22.98 59 - 1298.6 804.16 - 176.22 3.07 60 - 3264.2 10685.0 - 649.48 -10.49 Project: 13182 - APPENDIX A 59 of 82 6128105 FSI FSO FC FV 61 - 3926.6 14740.0 - 977.32 -15.07 62 - 3812.2 14015.0 - 1022.8 -20.12 63 - 2833.3 7465.1 - 664.38 -18.56 64 - 2005.9 2263.7 - 372.27 -15.21 65 - 964.51 - 135.82 - 139.26 -12.67 66 -520.4 - 520.38 -60.62 -10.51 67 - 521.49 - 521.47 -60.75 11.01 68 - 982.82 -121.5 - 142.45 13.08 69 - 2051.0 2371.6 -382.5 15.57 70 - 2887.6 7729.1 - 681.03 19.07 71 - 4018.7 15173.0 - 1091.2 20.12 72 - 4080.0 14939.0 - 1005.0 14.95 73 - 3324.2 10967.0 - 663.07 10.76 74 - 1325.2 827.59 - 179.92 -2.94 75 - 2909.1 10269.0 - 650.66 -22.87 76 - 2332.8 6906.4 - 553.22 -23.16 77 - 917.26 200.66 - 143.14 -18.89 78 -57.57 - 451.13 -69.09 -13.8 79 447.55 - 858.91 - 154.94 -9.88 80 5980.0 - 1243.7 - 448.36 -6.84 81 7506.9 - 1390.3 - 535.74 -4.31 82 8683.4 - 1333.2 - 576.13 -2.07 83 9842.8 - 1266.8 - 614.31 0.04 84 8645.9 - 1333.2 - 574.55 2.15 85 7465.5 - 1386.7 - 533.44 4.36 86 4483.1 - 1464.9 - 420.53 6.88 87 435.68 - 852.64 - 153.45 9.88 88 -69.46 - 447.18 -67.96 13.6 89 - 911.79 188.18 =141.92 18.51 90 - 2318.4 6766.1 - 546.84 23.0 91 - 2911.0 10157.0 -648.3 22.94 92 - 1327.0 815.28 -180.0 1.91 93 - 3249.5 10386.0 - 641.72 -13.75 94 - 3919.6 13559.0 - 943.41 -18.12 95 - 3843.3 13248.0 - 1002.6 -23.21 96 - 2538.2 3781..3 - 500.82 -20.69 97 - 1195.2 - 113.88 - 174.33 -13.98 98 - 796.95 - 493.98 - 102.67 -7.56 99 - 660.77 - 660.81 1 -76.98 1 -.91 Project: 13182 - APPENDIX A 59 of 82 6128105 • • Part A: LOAD INCREMENT 6. Backfill to Z -0" Cover - STRUCTURAL RESPONSE OF BRIDGE A7 LOAD INCREMENT 6: BACKFILL TO 2' -0" COVER A7.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD .V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 60 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.05 -.39 -4.22 2.36 0.0 -12.05 0.27 0.0 -.66 -11.83 2(792) -.08 -.39 -4.22 2.36 -.83 -11.62 1.04 0.0 -1.43 -11.4 3(793) -.11 -.39 -4.33 3.12 -2.65 -11.12 1.82 0.0 -2.22 -10.83 4(794) -.13 -.39 -4.95 3.59 -5.47 -10.5 2.67 5.51 -3.12 -10.18 5(795) -.15 -.4 -4.15 4.24 -9.43 -9.96 3.14 6.57 -3.7 -9.56 6(796) -.15 -.4 -5.68 4.34 -11.68 -9.69 2.91 7.36 -4.25 -9.04 7(797) -.15 -.4 -3.82 3.94 -13.67 -9.37 2.98 9.38 -4.6 -8.53 8(804) -.14 -.4 -6.77 5.78 -16.35 -8.39 -.36 13.11 -4.79 -7.2 9(825) -.13 -.42 -6.77 1.26 -11.18 -7.38 -3.73 8.17 -5.13 -6.01 10(832) -.12 -.44 -5.57 0.95 -7.03 -6.94 -3.13 6.71 -5:34 -5.02 11(858) -.11 -.47 -4.56 0.94 -3.4 -6.61 -2.47 0.0 -5.48 -4.03 12(884) -.09 -.52 -3.98 0.89 0.2 -6.3 -1.87 0.0 -5.54 -3.1 13(910) -.08 -.57 -3.61 0.79 2.56 -6.02 -1.41 0.0 -5.54 -2.33 14(935) -.07 -.61 -3.33 0.64 4.29 -5.8 -1.02 5.79 -5.53 -1.63 15(940) -.07 -.65 -3.12 0.43 5.5 -5.64 -.68 6.29 -5.51 -.98 16(965) -.06 -.67 -3.05 0.21 6.23 -5.55 -.36 6.39 -5.51 -.36 17(990) -.06 -.68 -3.02 0.01 6.52 -5.51 -.05 6.55 -5.5 0.26 18(1015) -.06 -.67 -3.05 -.16 6.36 -5.53 0.26 6.41 -5.5 0.89' 19(1040) -.06 -.64 -3.14 -.36 5.76 -5.61 0.59 6.41 -5.5 1.53 20(1045) -.06 -.6 -3.35 -.58 4.69 -5.75 0.94 5.92 -5.51 2.24 21(1070) -.05 -.56 -3.67 -.77 3.07 -5.96 1.33 0.0 -5.49 3.02 22(1095) -.04 -.51 -3.93 -.92 0.81 -6.23 1.8 0.0 -5.44 3.94 23(1121) -.02 -.45 -4.47 -.9 -2.67 -6.55 2.38 0.0 -5.31 4.91 24(1147) 0.0 -.41 -5.11 -.9 -6.18 -6.85 3.0 6.51 -5.11 5.82 25(1153) 0.01 -.38 -6.64 0.01 -10.12 -7.17 3.56 8.07 -4.58 6.89 26(1180) 0.02 -.35 -8.72 -3.82 -15.08 -8.01 0.56 12.9 -3.97 8.19 27(1187) 0.04 -.35 -3.24 -1.34 -12.86 -8.79 -2.45 9.33 -3.64 8.4 28(1188) 0.05 -.35 -3.91 -1.2 -11.24 -8.82 -2.46 7.37 -3.24 8.57 29(1212) 0.06 -.35 -4.08 -1.49 -9.27 -8.77 -2.71 6.61 -2.67 8.8 30(1211) 0.05 -.35 -3.68 -1.68 -5.89 -8.95 -2.33 5.91 -2.0 9.1 31(1210) 0.04 -.35 -2.79 -1.77 -3.36 -9.26 -1.74 3.59 -1.49 9.42 32(1209) 0.02 -.35 -1.79 -1.74 -1.47 -9.58 -1.32 0.0 -1.16 9.74 33(1232) 0.0 -.35 -1.79 -1.74 0.0 -9.9 -1.0 0.0 -1..2 -9.68 34(1233) 0.0 -.35 -1.86 1.53 0.0 -9.82 1.03 0.0 -1.55 -9.4 35(1234) -.03 -.35 -1.86 1.53 -1.53 -9.54 1.38 0.0 -2.06 -9.11 36(1235) -.06 -.35 -2.8 1.64 -3.49 -9.25 1.8 3.72 -2.73 -6.81 37(1236) -.08 -.35 -3.68 1.6 -6.1 -8.96 2.39 5.96 -3.31 -8.6 38(1237) -.1 -.35 -4.08 1.41 -9.56 -8.79 2.78 6.63 -3.7 -8.44 39(1238) -.09 -.35 -3.9 1.07 -11.57 -8.86 2.52 7.42 -4.04 -8.24 40(1245) -.09 -.35 -3.23 1.3 -13.24 -8.84 2.5 9.37 -4.64 -6.96 41(1266) -.07 -.35 -8.57 3.7 -15.5 -8.08 -.54 12.99 -5.18 -5.89 42(1273) -.06 -.37 -6.66 -.03 -10.5 -7.26 -3.6 8.11 -5.38 -4.98 43(1299) -.05 -.4 -5.14 0.84 -6.51 -6.95 -3.04 6.62 -5.52 -4.01 44(1325) -..04 -.43 -4.49 0.88 -2.95 -6.65 -2.42 0.0 -5.6 -3.08 45(1351) -.02 -.49 -4.03 0.85 0.59 -6.34 -1.83 0.0 -5.62 -2.3 46(1376) -.01 -.53 -3.66 0.71 2.9 -6:08 -1.36 0.0 -5.62 -1.59 47(1381) 0.0 -.57 -3.34 0.58 4.57 -5.87 -.98 5.88 -.5.62 -.95 48(1406) 0.0 -.61 -3.13 0.37 5.71 -5.73 -.63 6.32 -5.61 -.32 49(1431) 0.0 -.63 -3.05 0.17 6.38 -5.65 -.32 6.4 -5.62 0.3 50(1456) 0.0 -.64 -3.03 -.01 6.61 -5.62 -.01 6.5 -5.62 0.92 51(1481) 0.0 -.63 -3.05 -.19 6.41 -5.65 0.29 6.41 -5.63 1.57 52(1486) 0.0 -.61 -3.14 -.38 5.78 -5.73 0.61 6.34 -5.63 2.27 53(1511) 0.01 -.58 -3.35 -.58 4.67 -5.88 0.95 5.91 -5.56 3.06 Project: 13182 - APPENDIX A 60 of 82 6128105 • • • Part A: LOAD INCREMENT 6: Backfill to 2' -0" Cover - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 61 of 82 6128,105. X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.02 -.53 -3.73 -.61 3.04 -6.07 1.35 0.0 -5.47 3.99 55(1562) 0.03 -.49 =4.06 -.7 0.75 -6.3 1.83 0.0 -5.32 4.96 56(1588) 0.04 -.44 -4.48 -.82 -2.8 -6.59 2.43 0.0 -5.12 5.88 57(1594) 0.06 -.4 -5.16 -.89 -6.36 -6.89 3.05 6.6 -4.6 6.94 58(1621) 0.07 -.37 -6.63 -.02 -10.36 -7.21 3.61 8.1 -4.0 8.24 59(1628) 0.08 -.35 -8.63 -3.83 -15.37 -8.06 0.57 12.97 -3.67 8.45 60(1629) 0.09 -.35 -3.13 -1.35 -13.13 -8.85 -2.47 9.36 -3.28 8.6 61(1653) 0.1 -.35 -3.86 -1.04 -11.49 -8.86 -2.5 7.42 -2.71 8.82 62(1652) 0.1 -.35 -4.04 -1.4 -9.5 -8.8 -2.75 6.63 -2.04 9.11 63(1651) 0.09 -.35 -3.66 -1.62 -6.06 -8.96 -2.38 5.95 -1.53 9.42 64(1650) 0.07 -.35 -2.79 -1.66 -3.47 -9.26 -1.79 3.7 -1.2 9.7 65(1673) 0.04 -.35 -1.84 -1.56 -1.52 -9.56 -1.37 0.0 -1.19 -9.72 66(1674) 0.01 -.35 -1.84 -1.56 0.0 -9.84 -1.03 0.0 -1.51 -9.4 67(1675) 0.01 -.35 -1.78 1.72 0.0 -9.87 1.02 0.0 -2.02 -9.08 68(1676) -.01 -.35 -1.78 1.72 -1.51 -9.56 1.35 0.0 -2.74 -8.76 69(1677) -.03 -.35 -2.78 1.74 -3.42 -9.24 1.77 3.66 -3.31 -8.54 70(1678) -.04 -.35 -3.67 1.65 -5.99 -8.92 2.38 5.93 -3.65 -8.4 71 (i679) -.05 -.35 -4.04 1.45 -9.94 -8.76 2.7 6.66 -3.98 -8.19 72(1686) -.04 -.35 -3.86 1.08 -11.37 -8.83 2.42 7.38 -4.57 -6.89 73(1707) -.03 -.35 -3.19 1.35 -12.99 -8.79 2.46 9.35 -5.08 -5.82 74(1714) -.01 -.35 -8.59 3.87 -15.22 -8.0 -.56 12.94 -5.28 -4.92 75(1740) 0.0 -.38 -6.61 0.07 -10.25 -7.15 -3.58 8.09 -5.41 -3.95 .76(1766) 0.01 -.41 -5.07 0.9 -6.29 -6.83 -3.02 6.6 -5.47 -3.02 77(1792) 0.03 -.45 -4.45 0.91 -2.75 -6.52 -2.41 0.0 -5.49 -2.24 78(1817) 0.05 -.51 -4.01 0.88 0.76 -6.21 -1.82 0.0 -5.49 -1.54 79(1822) 0.06 -.56 -3.66 0.73 3.03 -5.94 -1.34 0.0 -5.48 -.9 80(1847) 0.07 -.6 -3.34 0.59 4.66 -5.74 -.95 5.91 -5.48 -.27 81(1872) 0.07 -.64 -3.12 0.38 5.75 -5.59 -.6 6.4 -5.49 0.35 82(1897) 0.07 -.67 -3.05 0.17 6.37 -5.51 -.28 6.42 -5.5 0.97 83(1922) 0.07 -.68 -3.02 -.02 6.54 -5.49 0.04 6.55 -5.51 1.61 84(1927) 0.07 -.67 -3.04 -.22 6.26 -5.53 0.35 6.4 -5.52 2.32 85(1952) 0.08 -.65 -3.12 -.43 5.55 -5.62 0.67 6.36 -5.52 3.1 86(1977) 0.08 -.61 -3.35 -.63 4.36 -5.78 1.02 5.67 -5.48 4.02 87(2003) 0.09 -.57 -3.63 -.84 2.62 -6.0 1.41 0.0 -5.35 5.02 88(2029) 0.1 -.53 -3.93 -.96 0.26 -6.29 1.87 0.0 -5.14 6.02 89(2035) 0.12 -.48 -4.6 -.97 -3.32 -6.62 2.46 0.0 -4.8 7.2 90(2062) 0.13 -.44 -5.6 -.98 -6.95 -6.95 3.13 6.69 -4.59 8.55 91(2069) 0.14 -.42 -6.74 -1.24 -11.1 -7.39 3.74 8.16 -4.23 9.06 92(2070) 0.15 -.4 -6.89 -5.76 -16.27 -8.4 0.36 13.1 -3.76 9.52 93(2094) 0.16 -.4 -3.88 -4.0 -13.6 -9.39 -2.96 9.37 -3.18 10.15 94(2093) 0.16 -.4 -5.77 -4.31 -11.62 -9.71 -2.84 7.35 -2.2 10.87 95(2092) 0.16 -.4 -4.12 -4.35 -10.0 -9.97 -3.11 6.62 -1.41 11.44 96(2091) 0.15 -.4 -5.01 -3.67 -5.4 -10.51 -2.69 5.49 -.64 11.89 97(0) 0.12 -.4 -4.34 -3.12 -2.6 -11.16 -1.81 0.0 0.0 0.0 98(0) 0.09 -.4 -4.22 -2.44 -.81 -11.67 -1.02 0.0 0.0 0.0 99(0) 0.06 -.39 -4.22 -2.49 0.0 -12.11 -.25 0.0 Project: 13182 - APPENDIX A 61 of 82 6128,105. Part A: LOAD INCREMENT 6: Backfill to 2' 0" Cover- STRESSES IN BRIDGE WALL 0 A7.2 STRESSES IN BRIDGE WALL • • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress Project: 13182 - APPENDIX A 62 of 82 6128105 FSI FSO FC FV 1 - 800.03 - 800.14 -93.21 2.82 2 - 1043.0 - 556.33 - 137.29 10.8 3 - 1599.9 =55.52 - 236.51 18.89 4 - 3384.8 6804.5 - 725.08 27.67 5 - 4950.7 17001.0 - 1289.3 32.54 6 - 5327.1 18736.0 - 1290.8 26.78 7 - 4536.4 14828.0 -902.2 20:32 8 - 3015.9 9371.7 -498.3 -1.59 9 - 4280.5 15076.0 - 956.61 -30.15 10 - 3329.0 11680.0 - 845.05 -30.89 it - 1546.8 438.18 - 244.63 -25.53 12 - 346.07 - 455.48 -57.65 -19.36 13 385.44 - 1043.3 - 181.56 -14.57 14 7312.6 - 1685.9 - 574.43 -10.58 15 10411.0 - 1740.8 - 713.33 -7.02 16 11707.0 - 1864.5 - 787.38 -3.72 17 13211.0 - 1814.8 - 842.66 -.49 18 12005.0 - 1881.4 - 802.58 2.74 19 11185.0 - 1662.7 - 733.44 6:07 20 8094.5 - 1763.1 - 619.52 9.7 21 544.71 - 1171.5 - 208.57 13.81 22 - 157.62 - 608.17 -89.77 18.65 23 - 1303.6 253.58 - 202.41 24.69 24 - 3119.7 9927.1 -760.9 29.62 25 - 3931.0 13518.0 - 870.76 28.78 26 - 2785.6 8529.5 - 458.75 2.49 27 - 4252.5 13886.0 - 845.46 -16.7 28 - 5049.3 18099.0 - 1232.9 -22.66 29 - 4701.7 16886.0 - 1248.5 - 28'.08 30 - 3402.7 8523.4 - 783.55 -24.13 31 - 2321.2 2333.6 - 421.51 -18.02 32 - 1115.2 - 257.15 - 157776 -13.69 33 - 657.58 - 657.57 -76.6 -10.31 34 - 652.44 - 652.44 -76.0 10.71 35 - 1131.4 - 239.67 - 160.74 14.24 36 - 2386.4 2490.1 - 436.31 18.65 37 - 3494.0 8921.0 - 810.05 24.78 38 - 4809.0 17459.0 - 1283.1 28.73 39 - 5085.5 18847.0 - 1259.0 23.22 40 - 4362.2 14368.0 - 869.65 17.09 41 - 2862.3 8835.7 - 472.22 -2.43 42 - 4063.2 14103.0 - 903.12 -29.08 43 - 3155.9 10718.0 - 790.31 -30.01 44 - 1400.8 318.82 - 219.01 -25.1 45 - 228.28 -560.9 -79.31 -18.99 46 484.72 - 1134.8 - 200.23 -14.12 47 7859.8 - 1756.1 - 608.56 -10.1 48 10863.0 - 1788.9 - 739.92 -6.56 49 12005.0 - 1907.0 - 806.61 -3.31 50 12775.0 - 1842.7 - 828.78 -.13 51 12081.0 - 1912.8 - 810.74 3.05 52 11014.0 - 1800.1 - 748.06 6.31 53 8067.4 - 1778.7 - 620.86 9.86 54 527.59 - 1170.1 - 207.63 13.96 55 - 179.57 - 597.84 -87.21 18.94 56 - 1347.1 283.49 - 209.86 25.11 57 - 3098.1 10433.0 - 773.13 30.07 58 - 4013.1 13899.0 - 891.27 29.16 59 - 2840.7 8752.2 - 468.46 2.54 60 - 4334.8 1 14238.0 - 863.43 -16.85 Project: 13182 - APPENDIX A 62 of 82 6128105 FSI FSO FC FV 61 - 5059.1 18705.0 - 1251.2 -22.96 62 - 4787.1 17332.0 - 1275.7 -28.51 63 - 3478.0 8845.1 -805.2 -24.61 64 - 2376.1 2462.9 - 433.89 -18.52 65 - 1129.6 - 242.67 - 160.37 -14.14 66 - 653.63 - 653.61 -76.14 -10.67 67 - 655.72 - 655.69 -76.39 10.59• 68 - 1124.5 -246.8 - 159.49 13.96 69 - 2351.5 2411.7 - 428.55 18.27 70 - 3439.7 8711.6 - 795.17 24.62 71 - 4938.1 18210.0 - 1326.7 27.94 72 - 5094.1 18322.0 - 1245.6 22.27 7.3 - 4289.0 ' 14058.0 - 853.75 16.76 74 - 2809.3 8636.8 - 463.06 -2.49 75 - 3967.1 13709.0 - 880.34 -28.87 76 - 3052.0 10312.0 - 762.66 -29.79 77 - 1329.1 276.96 - 206.96 -24.91 . 78 - 169.75 -594.9 -87.16 -18.79 79 534.21 - 1160.7 - 206.41 - 13.87' 80 8041.1 - 1755.4 - 616.06 -9.78 81 11159.0 - 1658.4 - 731.69 -6.18 82 12022.0 - 1878.4 - 802.79 -2.86 83 13253.0 - 1815.5 - 844.56 0.38 84 11787.0 - 1865.9 - 790.93 3.61 85 10717.0 - 1631.7 - 708.87 6.92 86 6888.4 - 1736.6 - 564.65 10.51 87 407.2 - 1059.7 - 185.07 14.56 88 - 326.09 - 471.85 -61.09 19.33 89 - 1521.1 417.2 - 240.12 25.48 90 - 3304.9 11520.0 - 836.63 30.92 91 - 4259.2 14962.0 - 950.92 30.17 92 - 3005.9 9322.6 - 496.44 1.61 93 - 4519.9 14740.0 - 898.27 -20.23 94 - 5310.5 18630.0 - 1285.4 -26.12 95 - 5152.3 18124.0 - 1355.8 -32.17 96 - 3357.4 6683.1 - 717.06. -27.87 97 - 1587.4 -70.33 - 234.16 -18.71 98 - 1038.6 - 565.59 - 136.34 -10.61 99 - 804.29 - 804.31 -93.69 -2.62 Project: 13182 - APPENDIX A 62 of 82 6128105 Part A: LOAD INCREMENT T Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE •A8 LOAD INCREMENT 7: APPLIED LIVE LOAD • • A8.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST . CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 63 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.11 -.45 -5.0 0.71 0.0 -15.24 1.19 0.0 -1.65 -15.18 2(792) -.18 -.45 -5.0 0.71 -2.09 -15.11 2.11 0.0 -2.56 -15.05 3(793) -.24 -.45 -6.73 1.75 -5.35 -14.89 3.18 2.77 -3.79 -14.73 4(794) -.3 -.45 -9.2 2.63 -10.16 -14.49 4.63 6.33 -5.47 -14.25 5(795) -.33 -.45 -9.24 3.54 -17.1 -14.16 5.74 6.81 -6.78 -13.72 6(796) -.33 -.45 -11.08 3.63 -21.38 -14.21 5.78 7.6 -7.9 -13.2 7(797) -.32 -.46 -8.2 3.42 -25.53 -14.09 6.17 9.83 -8.74 -12.68 B(804) -.31 -.46 -9.02 3.1 -31.05 -13.81 0.66 14.23 -9.46 -11.42 9(825), -.29 -.49 -8.05 0.31 -23.99 -13.52 -5.36 8.54 -10.05 -10.1 10(832) -.26 -.55 -6.74 0.88 -17.7 -13.05 -4.97 7.14 -10.36 -8.93 11(858) -.23 -.64 -5.11 1.54 -11.64 -12.58 -4.42 6.52 -10.41 -7.78 12(884) -.18 -.8 -4.12 1.87 -4.6 -11.97 -4.07 4.4 -10.27 -6.76 13(910) -.14 -.95 -3.48 1.91 1.21 -11.32 -3.93 0.0 -10.04 -5.96 14(935) -.11 -1.1 -2.69 2.37 6.83 -10.65 -3.91 6.21 -9.65 -5.33 15(940) -.09 -1.24 -3.05 3.82 12.47 -9.8 -3.9 6.77 -8.94 -4.62 16(965) -.09 -1.34 -10.76 6.66 17.95 -8.53 -3.0 6.97 -7.7 -2.35 17(990) -.08 -1.38 -21.06 0.19 20.98 -7.74 -.2 7.16 -7.66 1.95 18(1015) -.08 -1.36 -10.76 -6.18 18.52 -8.42 2.6 6.99 -8.8 4.21 19(1040) -.08 -1.28 -3.15 -3.37 13.6 -9.57 3.52 6.85 -9.42 4.93 20(1045) -.06 -1.17 -2.76 -2.07 8.49 -10.33 3.57 6.47 -9.74 5.57 21(1070) -.04 -1.03 -3.56 -1.53 3.35 -10.9. 3.62 0.0 -9.89 6.37 22(1095) 0.0 -.89 -3.97 -1.43 -2.04 -11.45 3.78 0.0 -9.94 7.32 23(1121) 0.'05 -.74 -5.62 -.33 -8.58 -11.86 4.2 6.21 -9.61 8.49 24(1147) 0.09 -.64 -8.31 0.23 -14.45 -12.1 4.98 7.03 -9.02 9.85 25(1153) 0.12 -.57 -11.37 0.54 -20.95 -12.42 5.89 8.48 -8.03 11.64 26(1180) 0.15 -.51 -15.99 -8.39 -29.15 -13.85 0.73 14.12 -7.04 14.19 27(1187) 0.18 -.51 -4.04 -.91 -25.17 -15.17 -4.49 9.79 -6.61 14.36 28(1188) 0.2 -.5 -5.77 -.78 -22.12 -15.05 -4.64 7.59 -6.02 14.52 29(1212) 0.21 -.5 -6.7 -1.26 -18.42 -14.77 -5.13 6.83 -5.07 14.71 30(1211) 0.19 -.5 -6.31 -1.57 -11.99 -14.86 -4.49 6.55 -3.91 15.0 31(1210) 0.15 -.5 -4.79 -1.69 -7.03 -15.16 -3.48 5.7 -3.04 15.31 32(1209) 0.1 -.5 -2.96 -1.59 -3.17 -15.46 -2.77 0.0 -2.5 15.6 33(1232) 0.04 -.5 -2.96 -1.59 0.0 -15.75 -2.23 0.0 -.72 -13.58 34(1233) 0.04 -.5 -2.88 2.15 0.0 -13.78 0.45 0.0 -1.24 -13.19 35(1234) 0.02 -.5 -2.88 2.15 -.91 -13.38 0.98 0.0 -2.11 -12.8 36.(1235) 0.01 -.5 -4.74 2.1.2 -2.49 -12.99 1.68 1.57 -3.25 -12.46 37(1236) 0.01 -.5 -6.22 1.8.6 -5.16 -12.63 2.68 5.4 -4.18 -12.25 38(1237) 0.01 -.5 -6.57 1.35 -9.28 -12.46 3.36 6.44 -4.76 -12.12 39(1238) 0.02 -.5 -5.63 0.58 -11.76 -12.61 3.07 7.27 -5.18 -11.97 40(1245) 0.03 -.51 -3.9 0.71 -13.74 -12.68 .3.0 9.18 -5.7 -9.48 41(1266) 0.05 -.51 -13.44 10.08 -16.48 -11.08 -1.11 12.85 -6.39 -7.39 42(1273) 0.07 -.54 -12.14 1.73 -9.28 -9.18 -4.9 7.83 -7.01 -5.7 43(1299) 0.09 -.58 -10.02 0.33 -4.22 -8.69 -3.54 5.81 -7.68 -4.37 44(1325) 0.1 -.62 -6.89 -.89 -.53 -8.61 -2.31 0.0 -8.04 -3.42 45(1351) 0.12 -.69 74.46 -.36 2.46 -8.65 -1.53 0.0 -8.08. -2..69 46(1376) 0.13 -.74 -3.43 0.61 4.34 -8.54 -1.17 4.6 -8.07 -1.99 47(1381) 0.14 -.78 -3.34 0.59 5.87 -8.36 -.95 6.2 -8.04 -1.34 48(1406) 0.15 -.81 -3.09 0.51 7.08 -8.2 -.75 6.38 -7.9 -.69 49(1431) 0.15 -.83 -3.16 0.84 8.02 -8.02 -.57 6.48 -7.66 0.35 50(1456) 0.15 -.82 -5.11 1.18 8.69 -7.79 -.16 6.61 -7.7 1.91 51(1481) 0.15 -.8 -7.61 -.61 8.49 77.75 0:7 6.55 -8.01 2.96 52(1486) 0.15 -.75 -4.87 -2..05 6.69 -8.09 1.54 6.33 -8.19 3.7 53 (1511) 0.16 -.69 -3.39 -1.47 4.1 -8.55 1.92 5.45 -8.23 4.49 Project: 13182 - APPENDIX A 63 of 82 6128105 • • • Part A: LOAD INCREMENT 7: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE ,.t . Project: 13182 - APPENDIX A 64 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.17 -.62 -3.66 -1.02 1.17 -8.92 2.16 0.0 -8.12 5.47 55(1562) 0.19 -.54 -4.25 -.78 -2.17 -9.25 2.48 0.0 -7.86 6.53 56(1588) 0.22 -.47 -5.08 -.5 -6.7 -9.54 3.0 5.69 -7.45 7.56 57(1594) 0.23 -.42 -6.14 -.03 -11.0. -9.76 3.64 6.95 -6.55 8.7 58(1621) 0.24 -.39 -7.97 1.71 -15.74 -9.89 4.22 8.36 -5.57 9.87 59(1628) 0.25 -.37 -9.92 -1.57 -21.52 -10.26 0.21 13.72 -5.05 10.08 60(1629) 0.26 -.37 -4.88 -1.09 -18.21 -10.69 -3.67 9.65 -4.47 10.23 61(1653) 0.26 -.37 -5.66 -.79 -15.76 -10.63 -3.58 7.56 -3.66 10.43 62(1652) 0.26 -.37 -5.68 -1.3 -12.99 -10.45 -3.78 6.77 -2.77 10.71 63(1651) 0.22 -.37 -4.88 -1.53 -8.35 -10.57 -3.22 6.4 -2.11 10.98 64(1650) 0.17 -.37 -3.61 -1.47 -4.83 -10.85 -2.44 4.87 -1.69 11.2 65(1673) 0.12 -.37 -2.32 -1.22 -2.14 -11.09 -1.9 0.0 -.35 -9.55 66(1674)' 0.06 -.37 -2.32 -1.22 0.0 -11.32 -1.48 0.0 -.74 -9.14 67(1675) 0.06 -.37 -2.13 2.23 0.0 -9.76 0.16 0.0 -1.38 -8.75 68(1676) 0.06 -.37 -2.13 2.23 -.45 -9.35 0.55 0.0 -2.33 -8.36 69(1677) 0.06 -.37 -3.5 2.15 -1.4 -8.95 1.06 -1.51 -3.13 -8.11 70(1678) 0.07 -.37 -4.86 1.98 -3.15 -8.56 1.86 4.63 -3.63 -7.95 71(1679) 0.08 -.37 -5.63 1.67 -6.52 -8.34 2.43 6.32 -4.15 -7.74 72(1686) 0.08 -.37 -5.62 0.99 -7.87 -8.39 2.38 7.06 -5.05 -6.63 73(1707) 0.1 -.37 -4.87 1.17 -9.55 -8.36 2.61 8.88 -5.83 -5.64 74(1714) 0.11 -.38 -9.26 1.57 -11.97 -7.94 -.21 11.91 -6.15 -4.82 75(1740) 0.12 -.4 -6.88 -1.47 -7.59 -7.61 -3.11 7.65 -6.4 -3.88 76(1766) 0.14 -.43 -4.92 0.07 -4.19 -7.53 -2.58 5.93 -6.56 -2.95 77(1792) 0.15 -.46 -4.49 0.36 -1.18 -7.37 -2.01 0.0 -6.66 -2.15 78(1817) 0.16 -.5 -4.14 0.49 1.7 -7.19 -1.45 0.0 -6.72 -1.44 79(1822) 0.17 -.54 -3.8 0.39 3.46 -7.02 -1.01 0.0 -6.76 -.78 80(1847) 0.18 -.58 -3.45 0.29 4.64 -6.9 -.65 5.8 -6.8 -.14 81(1872) 0.18 -.6 -3.22 0.13 5.34 -6.83 -.35 6.22 -6.82 0.49 82(1897) 0.18 -.62 -3.13 -.01. 5.64 -6.8 -.08 6.18 -6.63 1.14 83(1922) 0.18 -.62 -3.11 -.11 5.57 -6.82 0.18 6.3 -6.82 1.81 84(1927) 0.18 -.61 . -3.15 -.2 5.14 -6.87 0.43 6.04 -6.78 2.53 85(1952) 0.18 -.58 -3.26 -.31 4.35 -6.95 0.7 5.93 -6.72 3.33 86(1977) 0.19 -.55 -3.48 -.42 3.14 -7.07 1.0 4.8 -6.59 4.27 87(2003) 0.19 -.52 -3.76 -.57 1.46 -7.24 1.35 0.0 -6.35 5.29 88(2029) 0.2 -.48 -4.13 -.62 -.78 -7.47 1.77 0.0 -6.01 6.3 89(2035) 0.22 -.44 -4.88 -.52 -4.18 -7.7 2.36 4.47 -5.51 7.46 90(2062) 0.23 -.41 -5.95 -.36 -7.67 -7.92 3.04 6.73 -5.05 8.64 91(2069) 0.23 -.4 -7.02 -.35 -11.72 -8.22 3.64 8.17 -4.54 9.14 92(2070) 0.23 -.39 -7.4 -3.87 -16.75 -8.85 0.08 13.14 -3.95 9.57 93(2094) 0.24 -.39 -5.23 -3.66 -13.71 -9.53 -3.33 9.38 -3.26 10.15 94(2093) 0.24 -.39 -6.89 -3.76 -11.52 -9.8 -3.08 7.34 -2.16 10.79 95(2092) 0.23 -.39 -4.91 -3.99 -9.79 -9.99 -3.25 6.6 -1.32 11.28 96(2091) 0.2 -.39 -5.64 -3.3 -5.07 -10.47 -2.71 5.36 -.52 11.63 97(0) 0.17 -.39 -4.62 -2.69 -2.33 -11.04 -1.74 0.0 0.0 0.0 98(0) 0.13 -.39 -4.38 -1.91 -.66 -11.46 -.92 0.0 0.0 0.0 99(0) 0.09 -.39 -4.38 -1.91 0.0 -11.81 -.12 0.0 ,.t . Project: 13182 - APPENDIX A 64 of 82 6128105 Part A: LOAD INCREMENT 7: Applied Live Load - STRESSES IN BRIDGE WALL • A8.2 STRESSES IN BRIDGE WALL • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress Project: 13182 - APPENDIX A 65 of 82 6128105 FSI FSO FC FV 1 - 1012.0 - 1012.2 - 117.92 12.35 2 - 1684.6 - 463.87 - 235.87 21.81 3 - 3166.4 1734.3 - 527.94 32.91 4 - 5615.2 15682.0 - 1345.5 47.98 5 - 8522.3 31655.0 - 2109.5 59.4 6 - 9432.9 35037.0 - 2124.4 53.15 7 - 8214.3 28869.0 - 1672.6 42.1 8 - 5984.4 20019.0 - 1005.7 2.94 9 - 9033.6 33388.0 - 2020.6 -43.28 10 - 8050.8 30744.0 - 2044.2 -48.99 11 - 5691.1 18195.0 - 1438.4 -45.8 12 - 2868.5 3618.9 - 544.75 -42.1 13 - 363.05 - 1039.2 - 149.46 -40.69 14 12498.0 - 2670.1 - 948.29 -40.53 15 24623.0 - 3477.6 - 1585.7 -40.35 16 36413.0 - 4222.6 - 2073.4 -31.03 17 45320.0 - 3865.1 - 2190.5 -2.09 18 37717.0 - 4325.9 - 2099.6 26.89 19 27286.0 = 3497.6 - 1.700.7 36.41 20 16127.0 - 2855.3 - 1130.1 36.93 21 310.35 - 1561.4 - 260.53 37.47 22 - 1352.1 -214.0 - 194.45 39.09 23 - 4496.2 12309.0 - 1069.3 43.52 24 - 6801.0 24563.0 - 1747.'8 49.15 25 - 7924.3 28952.0 - 1795.6 47.55 26 - 5683.4 18663.0 - 950.94 3.28 27 - 8250.7 28288.0 - 1666.4 -30.61 28 - 9858.9 36235.0 - 2159.4 -42.72 29 - 9191.8 34247.0 - 2177.3 -53.11 30 - 6334.4 20210.0 - 1599.6 -46.48 31 - 4566.0 9141.2 - 976.88 -35.99 32 - 2057.6 - 209.45 - 299.68 -28.66 33 - 1045.7 - 1045.7 - 121.81 -23.05 34 - 914.83 -914.8 - 106.57 4.68 35 - 1184.4 - 654.47 - 155.17 10.14 36 - 2287.0 940.51 - 371.19 17.35 37 - 3632.1 6700.1 - 758.53 27.72 38 - 5302.0 16301.0 - 1319.0 34.83 39 - 5707.5 18611.0 - 1342.2 28.2 40 - 4954.8 14524.0 - 953.14 20.5 41 - 3286.2 9313.2 -532.3 -4.94 42 - 3955.1 12018.0 - 838.65 -39.55 43 - 2636.8 6165.9 - 575.35 -34.89 44 - 744.87 - 434.79 -96.84 -23.91 45 186.09 - 1187.1 - 195.97 -15.81 46 4144.7 - 1884.7 - 472.85 -12.16 47 10870.0 - 2140.2 - 795.91 -9.85 48 13391.0 - 2403.0 - 943.46 -7.8 49 15132.0 - 2547.1 - 1039.5 -5.87 50 16854.0 - 2514.4 - 1106.6 -1.69 51 16168.0 - 2572.5 - 1087.0 7.27 52 12584.0 - 2326.9 - 897.48 15.91 53 6558.4 - 2040.6 - 598.97 19.88 54 - 220.82 - 874.42 - 129.32 22.32 55 - 1252.4 -37.78 - 185.32 25.68 56 - 3513.7 8608.4 - 802.84 31.09 57 - 5155.1 18666.0 - 1326.3 35.9 58 - 6005.3 21545.0 - 1351.4 34.05 59 - 4077.2 13215.0 - 680.13 0.95 60. - 5888.4 20272.0 - 1190.9 -25.04 Project: 13182 - APPENDIX A 65 of 82 6128105 FSI FSO FC FV 61 - 6741.2 25820.0 - 1692.2 -32.97 62 - 6290.6 23957.0 - 1714.7 -39.1 63 - 4348.4 13726.0 - 1093.3 -33.32 64 - 3181.3 4741.5 -627.8 -25.29 65 - 1434.3 - 183.82 - 207.68 -19.68 66 -751.4 -751.4 -87.53 -15.3 67 - 647.82 - 647.82 -75.46 1.65 68 - 767.18 - 504.71 -97.89 5.69 69 - 1373.2 273.08 - 213.41 11.02 70 - 2245.5 3609.9 - 451.67 19.24 71 - 3660.4 11532.0 - 919.61 25.11 72 - 3867.5 12351.0 - 902.24 21.89 73 - 3332.9 9863.7 - 642.95 17.78 74 - 2250.3 6183.3 - 362.21 -.93 75 - 3224.1 9681.8 - 680.93 -25.14 76 - 2435.1 6275.4 - 549.03 -25.48 77 - 873.37 - 185.66 - 124.06 -20.85 78 50.93 -898.7 - 144.59 -15.05 79 595.56 - 1341.1 - 237.58 -10.46 80 7831.8 - 1917.1 -632.9 -6.75 81 10079.0 - 1800.3 - 708.78 -3.63 82 10256.0 - 1981.9 - 745.02 -.85 83 10976.0 - 1889.5 - 760.61 1.82 84 9171.0 - 1918.4 - 689.36 4.48 85 7931.0 - 1670.2 - 597.94 7.26 86 4308.9 - 1666.6 - 445.18 10.37 87 -24.11 - 841.59 - 132.38 13.95 88 - 716.34 -280.1 -97.61 18.33 89 - 2327.3 3409.6 - 457.35 24.38 90 - 3707.1 12717.0 - 932.23 29.99 91 - 4559.7 15771.0 - 1012.2 29.37 92 - 3125.5 9641.2 - 515.57 0.37 93 - 4567.1 14861.0 - 907.01 -22.73 94 - 5290.5 18439.0 - 1277.2 -28.34 95 - 5083.5 17713.0 - 1332.3 - 33.61 96 - 3219.9 6096.9 - 677.55 -28.09 97 - 1490.3 -133.1 - 217.66 -18.01 98 - 974.21 - 592.01 - 125.89 -9.49 99 - 784.17 - 784.19 -91.35 -1.2 Project: 13182 - APPENDIX A 65 of 82 6128105 Part B: INPUT DATUM - STRESSES IN BRIDGE WALL • PART 8: CONTROLLING CASE FOR MAXIMUM SHEAR • • The following is a formated version of the CANDE output file 13182i6.prt 131 INPUT DATUM This file's input datum is the same than for Al INPUT DATUM starting on page 4. Only the boundary conditions are different as they are listed below. Project: 13182 - APPENDIX A 66 of 82 6126105 s: Part B: INPUT DATUM -BOUNDARY CONDITIONS INCLUDING APPLIED LOADING • B1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING Displacements = in, Rotations = , Forces = K /ft • • N = Node where the boundary is applied I = Construction increment where the boundary appear X, Y = X and Y force value (F= value) or displacement value (D= value) XY, RT = X -Y Rotation and Beam rotational boundary conditions Project: 13182 - APPENDIX A 67 of 82 6128105 I X Y XY RT 1 1 D =0.0 D =0.0 0.0 D 2 1 D =0.0 F =0.0 0.0 F 3 1 D =0.0 F =0.0 0.0 F 4 1 D =0.0 F =0.0 0.0 F 5 1 D =0.0 F =0.0 0.0 F 6 1 D =0.0 F =0.0 0.0 F 7 1 D =0.0 •F =0.0 0.0 F 8 1 D =0.0 F =0.0 0.0 F 9 1 D =0.0 F =0.0 0.0 F 10 1 D =0.0 F =0.0 0.0 F 11 1 D =0.0 F =0.0 0.0 F 12 1 D =0.0 F =0.0 0.0 F 13 1 D =0.0 F =0.0 0.0 F 14 1 D =0.0 F =0.0 0.0 F 15 1 D =0.0 F =0.0 0.0 F 16 1 D =0.0 F =0.0 0.0 F 17 1 D =0.0 F =0.0 0.0 F 18 1 D =0.0 F =0.0 0.0 F 19 1 D =0.0 F =0.0 0.0 F 20 1 D =0.0 F =0.0 0.0 F 21 1 D =0.0 F =0.0 0.0 F 22 1 D =0.0 F =0.0 0.0 F 23 1 D =0.0 F =0.0 0.0 F 24 1 D =0.0 F =0.0 0.0 D 25 1 D =0.0 F =0.0 0.0 D 26 1 D =0.0 F =0.0 0.0 D 27 1 D =0.0 F =0.0 0.0 D 28 1 D =0.0 F =0.0 0.0 D 29 1 D =0.0 F =0.0 0.0 D 30 6 D =0.0 F =0.0 0.0 D 31 7 D =0.0 F =0.0 0.0 D 32 1 D =0.0 D =0.0 0.0 D 63 1 D =0.0 D =0.0 0.0 D 94 1 D =0.0 D =0.0 0.0 D 125 1 D =0.0 D =0.0 0.0 D 156 1 D =0.0 D =0.0 0.0 D 187 1 D =0.0 D =0.0 0.0 D 218 1 D =0.0 D =0.0 0.0 D 249 1 D =0.0 D =0.0 0.0 D 280 1 D =0.0 D =0.0 0.0 D 311 1 D =0.0 D =0.0 0.0 D 342 1 D =0.0 D =0.0 0.0 D 373 1 D =0.0 D =0.0 0.0 D 404 1 D =0.0 D =0.0 0.0 D 435 1 D =0.0 D =0.0 0.0 D 466 1 D =0.0 D =0.0 0.0 D 497 1 D =0.0 D'' =0.0 0.0 D 528 1 D =0.0 D =0.0 0.0 D 559 1 D =0.0 D =0.0 0.0 D 590 1 D =0.0 D =0.0 0.0 D 621 1 D =0.0 D =0.0 0.0 D 652 1 D =0.0 D =0.0 0.0 D 683 1 D =0.0 D =0.0 0.0 D 714 1 D =0.0 D =0.0 0.0 D 745 1 D =0.0 D =0.0 0.0 D 772 1 D =0.0 D =0.0 0.0 D 805 1 D =0.0 D =0.0 0.0 D 838 1 D =0.0 D =0.0 0.0 D 864 1 D =0.0 D =0.0 0.0 D 889 8 F =0.0 F = -5.63 0.0 F Project: 13182 - APPENDIX A 67 of 82 6128105 I X Y XY I RT 890 1 D =0.0 D =0.0 0.0 D 915 1 D =0.0 D =0.0 0.0 D 945 1 D =0.0 D =0.0 0.0 D 970 1 D =0.0 D =0.0 0.0 D 995 1 D =0.0 D =0.0 0.0 D 1020 1 D =0.0 D =0.0 0.0 D 1050 1 D =0.0 D -0.0 0.0 D 1075 1 D =0.0 D =0.0 0.0 D 1100 8 F =0.0 F = -5.63 0.0 F 1101 1 D =0.0 D =0.0 0.0 D 1127 1 D =0.0 D =0.0 0.0 D 1160 1 D =0.0 D =0.0 0.0 D 1189 1 D =0.0 D =0.0 0.0 D 1213 1 D =0.0 D =0.0 0.0 D 1246 1 D =0.0 D =0.0 0.0 D 1279 1 D =0.0 D =0.0 0.0 D 1305 1 D =0.0 D =0.0 0.0 D 1331 1 D =0.0 D =0.0 0.0 D 1356 1 D =0.0 D =0.0 0.0 D 1380 8 F =0.0 F = -1.46 0.0 F 1386 1 D =0.0 D =0.0 0.0 D 1411 1 D =0.0 D =0.0 0.0 D 1436 1 D =0.0 D =0.0 0.0 D 1461 1 D =0.0 D =0.0 0.0 D 1491 1 D =0.0 D =0.0 0.0 D 1516 1 D =0.0 D =0.0 0.0 D 1542 1 D =0.0 D =0.0 0.0 D 1568 1 D =0.0 D =0.0 0.0 D 1601 1 D =0.0 D =0.0 0.0 D 1630 1 D =0.0 D =0.0 0.0 D 1654 1 D =0.0 D =0.0 0.0 D 1687 1 D =0.0 D =0.0 0.0 D 1720 1 D =0.0 D =0.0 0.0 D 1746 1 D =0.0 D =0.0 0.0 D 1772 1 D =0.0 D =0.0 0.0 D 1797 1 D =0.0 D =0.0 0.0 D 1827 1 D =0.0 D =0.0 0.0 D 1852 1 D =0.0 D =0.0 0.0 D 1877 1 D =0.0 D =0.0 0.0 D 1902 1 D =0.0 D =0.0 0.0 D 1932 1 D =0.0 D =0.0 0.0 D 1957 1 D =0.0 D =0.0 0.0 D 1983 1 D =0.0 D =0.0 0.0 D 2009 1 D =0.0 D =0.0 0.0 D 2042 1 D =0.0 D =0.0 0.0 D 2071 1 D =0.0 D =0.0 0.0 D 2095 1 D =0.0 D =0.0 0.0 D 2122 1 D =0.0 D =0.0 0.0 D 2153 1 D =0.0 D =0.0 0.0 D 2184 1 D =0.0. D =0.0 0.0 D 2215 1 D =0.0 D =0.0 0.0 D 2246 1 D =0.0 D =0.0 0.0 D 2277 1 D =0.0 D =0.0 0.0 D 2308 1 D =0.0 D =0.0 0.0 D 2339 1 D =0.0 D =0'.0 0.0 D 2370 1 D =0.0 D =0.0 0.0 D 2401 1 D =0.0 D =0.0 0.0 D 2432 1 D =0.0 D =0.0 0.0 D 2463 1 D =0.0 D =0.0 0.0 D 2494 1 D =0.0 D =0.0 0.0 D Project: 13182 - APPENDIX A 67 of 82 6128105 • • • Part B: INPUT DATUM -BOUNDARY CONDITIONS INCLUDING APPLIED LOADING <r Project 13182 - APPENDIX A 68 of 82 6128105 I X Y XY RT 2525 1 D =0.0 D =0.0 0.0 D 2556 1 D =0.0 D =0.0 0.0 D 2587 1 D =0.0 D =0.0 0.0 D 2618 1 D =0.0 D =0.0 0.0 D 2649 1 D =0:0 D =0.0 0.0 D 2680 1 D =0.0 D =0.0 0.0 D 2711 1 D =0.0 D =0.0 0.0 D 2742 1 D =0.0 D =0.0 0.0 D 2773 1 D =0.0 D =0.0 0.0 D 2804 1 D =0.0 D =0.0 0.0 D 2835 1 D =0.0 D =0.0 0.0 D 2836 1 D =0.0 F =0.0 0.0 D 2837 1 D =0.0 F =0.0 0.0 D 2838 1 D =0.0 F =0.0 0.0 D 2839 1 D =0.0 F =0.0 0.0 D 2840 1 D =0.0 F =0.0 0.0 D 2841 1 D =0.0 F =0.0 0.0 D 2842 1 D =0.0 F =0.0 0.0 D 2843 1 D =0.0 F =0.0 0.0 D 2844 1 D =0.0 F =0.0 0.0 D 2845 1 D =0.0 F =0.0 0.0 D 2846 1 D =0.0 F =0.0 0.0 D 2847 1 D =0.0 F =0.0 0.0 D 2848 1 D =0.0 F =0.0 0.0 D 2849 1 D =0.0 F =0.0 0.0 D 2850 1 D =0.0 F =0.0 0.0 D 2851 1 D =0.0 F =0.0 0.0 D 2852 1 D =0.0 F =0.0 0.0 D 2853 1 D =0.0 F =0.0 0.0 D 2854 1 D =0.0 F =0.0 0.0 D 2855 1 D =0.0 F =0.0 0.0 D 2856 1 D =0.0 F =0.0 0.0 D 2857 1 D =0.0 F =0.0 0.0 D 2858 1 D =0.0 F =0.0 0.0 D 2859 1 D =0.0 F =0.0 0.0 D 2860 1 D =0.0 F =0.0 0.0 D 2861 1 D =0.0 F =0.0 0.0 D 2862 1 D =0.0 F =0.0 0.0 D 2863 1 D =0.0 F =0.0 0.0 D 2864 6 D =0.0 F =0.0 0.0 D 2865 7 D =0.0 F =0.0 0.0 D <r Project 13182 - APPENDIX A 68 of 82 6128105 Part B: RESULTS FOR LOAD INCREMENT 1 TO 6 - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING • B2 RESULTS FOR LOAD INCREMENT 1 TO 6 The results for the Load Increment 1 to Load Increment 6 are simmilar to the related chapter starting at A2 LOAD INCREMENT 1: Dead Load of Structure on page 45. • 69 of 82 6128105 s:• Part B: LOAD INCREMENT 7: Backfill to 4' -0" Cover - STRUCTURAL RESPONSE OF BRIDGE • B3 LOAD INCREMENT 7: BACKFILL TO 4' -0" COVER B3.1 STRUCTURAL RESPONSE OF BRIDGE. Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN (N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 • Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node values at the node Crack depth Shear and Thrust values at the center of the element between 6/28/05 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.08 -.5 -5.47 1.6 0.0 -16.34 0.53 0.0 -1.03 -16.2 2(792) -.13 -.5 -5.47 1.6 -1.3 -16.05 1.53 0.0 -2.03 -15.9 3(793) -.18 -.5 -6.46 2.79 -3.87 -15.65 2.62 0.0 -3.21 -15.4 4(794) -.22 -.5 -7.94 3.57 -7.94 -15.07 3.93 5.85 -4.66 -14.74 5(795) -.26 -.5 -7.61 4.5 -13.84 -14.56 4.79 6.69 -5.73 -14.08 6(796) -.26 -.5 -9.45 4.77 -17.36 -14.39 4.61 7.48 -6.66 -13.47 7(797) -.25 -.51 -6.75 4.17 -20.56 -14.11 4.82 9.63 -7.33 -12.89 8(804) -.24 -.51 -10.88 6.45 -24.92 -13.05 -.27 13.84 -7.93 -11.06 9(825) -.23 -.53 -9.98 1.33 -17.31 -11.9 -5.53 8.36 -8.5 -9.35 10(832) -.21 -.57 -8.43 1.22 -11.11 -11.3. -4.7 6.89 -8.87 -7.87 11(858) -.19 -.63 -6.93 1.44 -5.65 -10.84 -3.73 4.94 -9.07 -6.36 12(884) -.16 -.71 -6.13 1.47 -.19 -10.34 -2.85 0.0 -9.14 -4.93 13(910) -.14 -.79 -5.68 1.4 3.44 -9.88 -2.17 0.0 -9.12 -3.71 14(935) -.13 -.87 -5.29 1.23 6.12 -9.5 -1.58 6.16 -9.05 -2.58 15(940) -.12 -.93 -4.94 0.94 7.98 -9.2 -1.05 6.44 -8.98 -1.55 16(965) -.12 -.97 -4.81 0.56 9.11 -9.0 -.56 6.55 -8.92 -.57 17(990) -.12 -.99 -4.75 0.11 9.57 -8.91 -.08 6.66 -8.89 0.4 18(1015) -.12 -.97 -4.77 -.36 9.34 -8.95 0.39 6.57 -8.91 1.38 19(1040) -.12 -.94 -4.91 -.79 8.45 -9.1 0.88 6.54 -8.96 2.4 20(1045) -.11 -.88 -5.17 -1.17 6.83 -9.37 1.4 6.31 -9.02 . 3.5 21(1070) -.1 -.81 -5.58 -1.35 4.42 -9.73 1.97 4.54 -9.03 4.7 22(1095) -.08 -.73 -6.04 -1.46 1.09 -10.17 2.65 0.0 -8.96 6.11 23(1121) -.05 -.64 -6.61 -1.31 -4.02 -10.64 3.49 0.0 -8.76 7.54 24(1147) -.02 -.57 -7.37 -1.14 -9.13 -11.07 4.34 6.68 -8.45 8.84 25(1153) 0.0 -.52 -9.8 0.94 -14.8 -11.43 5.09 8.24 -7.53 10.34 26(1180) 0.02 -.48 -13.07 -3.89 -21.83 -12.24 0.44 13.6 -6.43 12.09 27(1187) 0.04 -.48 -5.77 -.76 -18.11 - 12.99 -4.11 9.53 -5.8 12.28 28(1188) 0.06 -.47 -7.29 -.76 -15.38 -12.89 -3.99 7.45 -5.05 12.45 29(1212) 0.07. -.47 -7.74 -1.54 -12.29 -12.7 -4.14 6.66 -3.95 12.69 30(1211) 0.06 -.47 -6.84 -1.92 -7.29 -12.86 -3.32 5.95 -2.7 13.04 31(1210) 0.04 =.47 -4.97 -2.09 -3.86 -13.23 -2.24 3.56 -1.79 13.42, 32(1209) 0.02 -.47 -2.94 -2.07 -1.59 -13.61 -1.52 0.0 -1.25 13.8 33(1232) -.01 -.47 -2.94 -2.07 0.0 -13.99 -.98 0.0 -1.38 -13.69 34(1233) -.01 -.47 -3.05 1.7 0.0 -13.84 1.1 0.0 -1.94 -13.37 35(1234) -.05 -.47 -3.05 1.7 -1.75 -13.53 1.66 0.0 -2.85 -13.04 36(1235) =.09 -.47 -4.98 1.83 -4.21 -13.21 2.39 3.84 -4.1 -12.73 37(1236) -.13 -.47 -6.86 1.73 -7.83 -12.88 3.48 6.2 -5.2 -12.51 38(1237) -.15 -.47 -7.75 1.35 -13.03 -12.75 4.3 6.7 -5.96 -12.37 39(1238) -.15 -.47 -7.27 0.52 -16.23 -12.99 4.14 7.5 -6.58 -12.2 40(1245) -.14 -.48 -5.77 0.65 -19.06 -13.11 4.25 9.59 -7.68 -10.51 41(1266) -.13 -.48 -12.73 3.58 -22.9 -12.41 -.41 13.7 -8.62 -9.01 42(1273) -.11 -.51 -9.84 -1.0 -15.76 -11.64 -5.18 8.29. -8.94 -7.68 43(1299) -.1 -.55 -7.53 1.11 -9.98 -11.29 -4.42 6.8 -9.12 -6.24 44(1325) -.07 -.6 -6.61 1.41 -4.78 -10.84 -3:56 4.52 -9.18 -4.84 45(1351) -.05 -.69 -6.0 .1.52 0.47 -10.35 -2.74 0.0 -9.15 -3.62 46(1376) -.03 -.77 -5.63 1.39 3.95 -9.89 -2.07 0.0 -9.09 -2.51 47(1381) -.01 -.84 -5.27 1.2 6.5 -9.52 -1.49 6.24 -9.03 -1.48 48(1406) -.01 -.9 -4.94 0.87 8.24 -9.24 -.97 6.47 -8.99 -.5 49(1431) 0.0 -.93 -4.76 0.47 9.26 -9.06 -.48 6.56 -8.99 0.46 50(1456) -.01 -.95 -4.72 0.0 9.62 -9.0 -.02 6.63 -9.03 1.44 51(1481) -.01 -.93 -4.77 -:46 9.32 -9.05 0.45 6.56 -9.09 2.46 52(1486) 0.0 -.9 -4.92 -.87 8.35 -9.23 0.93 6.48 -9.15 3.57 53 (1511) 0.0 -.84 -5.24 -1.2 6.67 -9.51 1..45 1 6.27 -9.14 1 4.8 6/28/05 • • • Part B: LOAD INCREMENT 7: Backfill to 4' -0" Cover - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 71 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.02 -.77 -5.71 -1.25 4.19 -9.86 2.04 0.63 -9.02 6.21 55(1562) 0.04 -.7 -6.13 -1.27 0.75 -10.28 2.73 0.0 -8.81 7.63 56(1588) 0.06 -.61 -6.57 -1.29 -4.51 -10.72 3.56 2.92 -8.5 8.95 57(1594) 0.09 -.55 -7.49 -1.15 -9.71 -11.15 4.42 6.78 -7.58 10.45 58(1621) 0.1 -.51 -9.76 0.88 -15.47 -11.52 5.16 8.28 -6.51 12.17 59(1628) 0.12 -.48 -12.85 -3.86 -22.59 -12.34 0.44 13.67 -5.9 12.35 60(1629) 0.14 -.48 -5.62 -.7 -18.8 -13.08 -4.19 9.57 -5.15 12.49 61(1653) 0.15 -.47 -7.2 -.5 -16.02 -12.96 -4.09 7.49 -4.06 12.71 62(1652) 0.15 -.47 -7.68 -1.37 -12.85 -12.73 -9.25 6.69 -2.81 13.03 63(1651) 0.13 -.47 -6.82 -1.78 -7.71 -12.87 -3.49 6.18 -1.91 13.37 64(1650) 0.1 -.47 -4.97 -1.88 -4.14 -13.2 -2.36 3.78 -1.35 13.7 65(1673) 0.06 -.47 -3.02 -1.78 -1.72 -13.54 -1.63 0.0 -1.31 -13.75 66(1674) 0.02 -.47 -3.02 -1.78 0.0 -13.86 -1.08 0.0 -1.85 -13.38 67(1675) 0.02 -.47 -2.95 2.01 0.0 -13.93 1.04 0.0 -2.76 -13.01 68(1676) -.O1 -.97 -2.95 2.01 -1.66 -13.56 1.58 0.0 -4.1 -12.65 69(1677) -.09 -.97 -4.96 2.02 -4.01 -13.2 2.3 3.69 -5.19 -12.92 70(1678) -.06 -.97 -6.86 1.85 -7.'51 -12.83 3.43 6.15 -5.84 -12.28 71(1679) -.07 -.97 -7.69 1.96 -13.93 -12.71 4.17 6.72 -6.45 -12.1 72(1686) -.06 -.97 -7.15 0.55 -15.71 -12.93 3.97 7.46 -7.52 -10.36 73(1707) -.05 -.48 -5.68 0.75 -18.46 -13.0 4.14 9.56 -8.41 -8.85 74(1714) -.02 -.48 -12.86 4.0 -22.21 -12.29 -.43 13.64 -8.69 -7.56 75(1740) 0.0 -.52 -9.73 -.76 -15.15 -11.91 -5.11 8'.26 -8.85 -6.14 76(1766) 0.02 -.57 -7.28 1.28 -9.95 -11.03 -9.37 6.76 -8.9 -4.74 77(1792) 0.04 -.63 -6.46 1.47 -9.29 -10.56 -3.59 0.65 -8.88 -3.53 78(1817) 0.07 -.72 -5.97 1.54 0.94 710.06 -2.72 0.0 -8.81 -2.41 79(1822) 0.09 -.8 -5.64 1.4 4.38 -9.6 -2.04 0.88 -8.74 -1.4 80(1847) 0.11 -.88 -5.24 1.21 6.88 -9.23 -1.45 6.32 81(1872) 0.12 -.94 -4.89 0.88 8.54 -8.95 -.91 6.56 -8.71 0.53 82(1897) 0.12 -.98 -4.74 0.45 9.48 -8.77 -.42 6.59 -8.77 . 1.51 83(1922) 0.12 -.99 -4..69 -.04 9.74 -8.72 0.05 6.68 -8.85 2.53 84(1927) 0.12 -.98 -9.75 -.53 9.32 -8.79 0.53 6.58 -8.91 3.66 85(1952) 0.12 -.94 -4.91 -.99 8.23 -8.99 1.02 6.52 -8.94 4.89 86(1977) 0.13 -.87 -5.3 -1.23 6.4 -9.29 1.56 6.13 -8.89 6.3 P7 (2003) 0.14 -.8 -5.7 -1.93 3.73 -9.67 2.17 0.0 -8.7 7.81 88(2029) 0.16 -.72 -6.05 -1.53 0.1 -10.14 2.86 0.0 -8.36 9.3 89(2035) 0.19 -.64 -6.93 -1.5 -5.37 - 10.65 3.73 4.84 -7.81 11.0 90(2062) 0.21 -.58 -8.38 -1.34 -10.84 -11.19 4.71 6.87 -7.23 12.86 91(2069) 0.23 -.54 -9.89 -1.45 -17.05 -11.75 5.54 8.35 -6.58 13.45 92(2070) 0.24 -.51 -10.91 -6.7 -29.66 -12.96 0.32 13.82 -5.78 14.0 93(2094) 0.26 -.51 -6.58 -9.27 -20.37 -14.07 -9.74 9.62 -9.73 14.69 94(2093) 0.26 -.51 -9.35 -9.82 -17.22 -14.38 -9.47 7.48 -3.18 15.42 95(2092) 0.26 7.51 -7.45 -4.66 -14.7 -14.54 -9.73 6.73 -2.0 15.95 96(2091) 0.23 -.51 -7.93 -3.76 -7.86 -15.05 -3.96 5.84 -1.0 16.28 97(0) 0.19 -.5 -6.45 -2.89 -3.82 -15.68 -2.59 0.0 0.0 0.0 98(0) 0.14 -.5 -5.48 -1.82 -1.27 -16.11 -1.5 0.0 0.0 0.0 99(0) 1 0.1 -.5 -5.48 -1.82 0.0 -16.45 -.5 0.0 Project: 13182 - APPENDIX A 71 of 82 6128105 Part B: LOAD INCREMENT 7: Bachll to 4' -0" Cover - STRESSES IN BRIDGE WALL • B3.2 STRESSES IN BRIDGE WALL • • Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress Project: 13182 - APPENDIX A 72 of 82 6128105 FSI FSO FC FV 1 - 1085.2 - 1085.3 - 126.43 5.45 2 - 1489.5 - 730.24 - 198.15 15.8 3 - 2299.4 -40.93 - 341.17 27.08' 4 - 5025.2 10663.0 - 1094.7 40.69 5 - 7258.5 24977.0 - 1892.0 49.61 6 - 7914.5 27842.0 - 1917.9 42.4 7 - 6914.4 22747.0 - 1377.9 32.91 8 - 4875.6 15450.0 - 809.12 -1.2 9 - 6754.6 23615.0 - 1505.4 -44.69 10 - 5425.1 18626.0 - 1364.7 -46.36 11 - 3366.7 5064.6 -665.9 -38.58 12 - 721.48 -617.8 -87.41 -29.55 13 404.59 - 1519.2 -257.8 -22.43 14 11174.0 - 2372.6 - 845.51 -16.33 15 15133.0 - 2703.0 - 1064.2 -10.85 16 17303.0 - 2869.8 - 1181.8 -5.78 17 19169.0 - 2836.5 - 1254.9 -.85 18 17816.0 - 2894.9 - 1207.3 4.07 19 16351.0 - 2644.0 - 1106.0 9.1 20 12748.0 - 2447.6 - 923.52 14.49 21 4167.9 - 2038.7 - 498.24 20.44 22 - 325.66 - 933.83 - 134.33 27.44 23 - 2015.4 330.38 - 310.93 36.1 24 - 4801.9 14786.0 - 1156.1 42.81 25 - 5925.6 19906.0 - 1301.4 41.1 26 - 4300.0 13274.0 - 709.42 1.96 27 - 6134.8 19845.0 - 1216.1 -28.05 28 - 7036.2' 24657.0 - 1702.4 -36.73 29 - 6406.9 22212.0 - 1675.4 -42.9 30 - 4515.8 10510.0 - 1013.8 -34.4 31 - 2958.9 2491.5 - 521.61 -23.23 32 - 1420.9 - 493.88 - 195.61 -15.75 33 - 928.77 - 928.78 - 108.19 -10.18 34 -919.2 - 919.19 - 107.08 11.42 35 - 1469.1 - 446.48 - 204.34 17.19 36 - 3126.6 2892.9 - 559.63 24.79 37 - 4540.4 12345.0 - 1077.1 35.98 38 - 6678.6 23666.0 - 1763.1 44.49 39 - 7250.9 26282.0 - 1778.6 38.07 40 - 6403.3 21026.0 - 1275.3 29.01 41 - 4494.4 14057.0 - 743.67 -1.82 42 - 6251.9 21345.0 - 1381.2 -41.8 43 - 5037.8 '16533.0 - 1244.0 -43.62 44 - 2959.9 3874.2 - 566.66 -36.89 45 - 524.54 - 786.54 - 102.63 -28.38 46 557.94 - 1651.1 - 285.14 -21.47 47 12028.0 - 2427.2 - 890.05 -15.44 48 15712.0 - 2750.3 - 1096.0 -10.0 49 17612.0 - 2905.2 - 1200.4 -5.01 50 18648.0 - 2853.2 - 1235.7 -.2 51 1'7730.'0 - 2912.9 - 1206.6 4.62 52 15945.0 - 2765.7 - 1108.2 9.59 53 12395.0 - 2447.7 - 908.73 14.99 54 822.08 - 1762.9 - 313.95 21.07 55 - 435.72 - 853.35 - 116.95 28.24 56 - 2617.5 1796.9 - 448.21 36.9 57 - 4.925.1 16024.0 - 1212.0 43.55 58 - 6146.4 20924.0 - 1356.5 41.68 59 - 4437.5 13840.0 .- 733.79 1.95 60 - 6331.0 20709.0 - 1259.9 -28.57 Project: 13182 - APPENDIX A 72 of 82 6128105 FSI FSO FC FV 61 - 7174.4 25910.0 - 1757.2 -37.57 62 - 6610.9 23313.0 - 1741.5 -43.99 63 - 4493.7 12092.0 - 1061.9 -35.57 64 - 3087.9 2803.7 - 550.96 -24.42 65 - 1457.8 -456.3 - 202.32 -16.87 66 - 920.61 - 920.64 - 107.24 -11.15 67 - 9.25.12 - 925.06 - 107.77 10.78 68 - 1442.3 - 471.72 - 199.52 16.37 69 - 3028.1 2664.9 - 537.56 23.85 70 - 4418.7 11710.0 - 1038.3 35.48 71 - 6813.9 24468.0 - 1809.3 43.2 72 - 7149.4 25212.0 - 1734.2 36.48 73 - 6229.0 20281.0 - 1237.3 28.28 74 - 4364.1 13555.0 - 720.99 -1.93 75 - 6029.4 20430.0 - 1328.4 -41.27 76 - 4802.5 15562.0 - 1179.9 -43.13 77 - 2172.7 575.56 - 342.32 -36.65 78 - 364.61 - 887.93 - 125.42 -28.18 79 909.84 - 1798.7 - 323.32 -21.13 80 12858.0 - 2431.6 - 925.59 -14.96 81 16571.0 - 2632.6 - 1113.5 -9.43 82 18134.0 - 2885.5 - 1219.2 -4.35 83 19561.0 - 2831.2 - 1270.6 0.57 84 17786.0 - 2866.8 - 1201.6 5.49 85 15896.0 - 2592.4 - 1078.7 10.58 86 11154.0 - 2457.9 - 858.17 16.17 87 506.68 - 1581.1 - 271.89 22.42 88 - 622.98 - 677.91 -81.28 29.59 89 - 3214.1 4700.1 - 631.33 38.63 90 - 5306.8 18133.0 - 1332.3 46.43 91 - 6654.4 23238.0 - 1482.4 44.74 92 - 4825.5 15270.0 - 800.56 1.41 93 - 6860.6 22521.0 - 1366.3 -32.35 94 - 7868.4 27612.0 - 1904.8 -41.11 95 - 7556.4 26661.0 - 1991.1 -48.92 96 - 4987.0 10513.0 - 1084.1 -40.97 97 - 2283.3 -57.79 - 338.22 -26.85 98 - 1484.2 -742.0 - 196.98 -15.56 99 - 1092.1 - 1092.1 - 127.22 1 -5.2 Project: 13182 - APPENDIX A 72 of 82 6128105 Part B: LOAD INCREMENT 8: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE • B4 LOAD INCREMENT 8: APPLIED LIVE LOAD • 64.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN(N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 73 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.13 -.59 -5.87 0.42 0.0' -20.9 1.54 0.0 -2.07 -20.86 2(792) -.2 -.59 -5.87 0.42 -2.63 -20.82 2.61 0.0 -3.14 -20.78 3(793) -.27 -.59 -8.34 1.78 -6.62 -20.62 3.91 2.8 -4.67 -20.46 4(794) -.33 -.59 -11.25 3.06 -12.54 -20.18 5.69 6.34 -6.72 -19.9 5(795) -.37 -.59 -11.3 4.34 -21.06 -19.79 6.97 6.78 -8.32 -19.25 6(796) -.36 -.59 -12.7 4.97 -26.21 -19.8 6.77 7.57 -9.59 -18.58 7(797) -.35 -.59 -8.11 4.07 -30.93 -19.62 6.99 9.82 - 10.41 -17.98 8(804) -.32 -.6 -12.33 8.52 -37.16 -18.26 -.45 14.31 -10.97 -15.78 9(825) -.29 -.65 -11.0 3.46 -26.11 -16.51 -8.32 8.5 -11.28 -13.73 10(832) -.26 -.73 -9.7 3.91 -16.42 -15.29 -7.59 7.04 -11.29 -11.86 11(858) -.22 -.84 -9.93 4.44 -7.25 -14.13 -6.36 5.58 -11.09 -9.53 12(884) -.17 -1.0 -11.21 3.9 2.25 -12.91 -4.74 0.0 -10.96 -6.84 13(910) -.13 -1.13 -11.34 2.02 7.91 -12.03 -3.02 5.95 -11.08 -4.43 14(935) -.11 -1.26 -9.11 -.25 11.06 -11.71 -1.57 6.63 -11.45 -2.58 15(940) -.09 -1.36 -5.96 -.78 12.43 -11.75 -.68 6.7 -11.74 -1.38 16(965) -.09 -1.42 -4.51 -.32 12.99 -11.84 -.26 6.71 -11.86 -.46 17(990) -.09 -1.44 -4.12 0.0 13.18 -11.87 -.04 6.76 -11.86 0.38 18(1015) -.09 -1.42 -4.42 0.31 13.11 -11.84 0.17 6.72 -11.75 1.28 19(1040) -.09 -1.37 -5.9 0.69 12.7 -11.76 0.57 6.74 -11.47 2.46 20(1045) -.07 -1.27 -9.0 0.12 11.5 -11.73 1.44 6.66 -11.13 4.3 21(1070) -.05 -1.15 -11.21 -2.15 8.55 -12.06 2.87 6.23 -11.05 6.69 22(1095) -.01 -1.01 - 11.38' -3.65 3.13 -12.93 4.59 0.0 -11.11 9.4 23(1121) 0.04 -.85 -9.62 -4.23 -6.14 -14.08 6.19 4.62 -11.29 11.65 24(1147) 0.08 -.74 -8.88 -3.78 -15.07 -15.2 7.33 6.96 -11.32 13.38 25(1153) 0.11 -.65 -10.93 -.94 -24.35 -16.16 8.0 8.47 -10.6 15.21 26(1180) 0.15 -.59 -15.29 -6.11 -34.99 -17.63 0.72 14.25 -9.47 17.44 27(1187) 0.19 -.58 -7.11 -.38 -29.45 -18.73 -6.2 9.81 -8.69 17.61 28(1188) 0.21 -.58 -9.71 -.39 - 25..27 -18.49 -6.13 7.58 -7.68 17.76 29(1212) 0.22 -.58 -10.77 -1.31 -20.52 -18.07 -6.41 6.8 -6.15 17.98 30(1211) 0.2 -.57 -9.58 -1.75 -12.73 -18.14 -5.27 6.48 -4.4 18.3 31(1210) 0.16 -.57 -6.72 -1.96 -7.15 -18.48 -3.78 5.47 -3.17 18.66 32(120.9) 0.1 -.57 -3.87 -1.93 ' -3.12 -18.84 -2.82 0.0 -2.46 19.01 33(1232) 0.03 -.57 -3.87 -1.93 0.0 -19.19 -2.11 0.0 -.6 -14.95 34(1233) 0.03 -.57 -3.85 2.28 0.0 -15.15 0.25 0.0 -1.3 -14.53 35(1234) 0.01 -.57 -3.85 2.28 -.76 -14.74 0.95 0.0 -2.54 -14.11 36(1235) -.01 -.57 -6.77 2.31 -2.41 -14.32 1.92 1.02 -4.27 -13.73 37(1236) -.04 -.58 -9.47 2.07 -5.64 -13.92 3.4 5.6 -5.77 -13.5 38(1237) -.05 -.58 -10.58 1.39 -11.05 -13.77 4.64 6.54 -6.76 -13.38 39(1238) -.04 -.58 -9.5 0.08 -14.62 -14.07 4.71 7.39 -7.54 -13.25 40(1245) -.03 -.58 -6.97 0.07 -17.91 -14.27 4.96 9.46 -8.84 -11.3 41(1266) -.01 -.58 -14.94 4.01 -22.4 -13.7 -.08 13.54 -9.94 -9.68 42(1273) 0.01 -.62 -10.79 -1.56 -15.09 -13.08 -5.28 8.19 -10.3 -8.33 43(1299) 0.02 -.66 -7.76 1.01 -9.21 712.78 -4.53 6.64 -10.45 -6.85 44(1325) 0.05 -.72 -6.71 1.59 -3.85 -12.32 -3.71 3.59 -10.42 -5.35 45(1351) 0.07 -.8 -6.32 2.0 1.68 -11.75 -2.91 0.0 -10.32 -3.92 46(1376) 0.09 -.88 -6.53 1.98 5.42 -11.16 -2.2 4.64 -10.26 -2.51 47(1381) 0.11 -.94 -6.66 1.46 8.07 -10.7 -1.45 6.4 -10.32 -1.22 48(1406) 0.11 -.99 -6.3 0.41 9.59 -10.45 -.7 6.55 -10.48 -.09 49(1431) 0.11 -1.02 -5.54 -.46 10.08 -10.43 -.08 6.57 -10.64 0.93 50(1456) 0.11 -1.01 -4.99 -.79 9.8 -10.57 0.41 6.57 -10.77 1.95 51(1481) 0.11 -.98 -4.97 -.94 8.91 - -10.78 0.84 6.43 -10.88 3.03 52(1486) 0.11 -.93 -5.16 -1.1 7.43 -11.05 1.26 6.26 -10.95 4.19 53 (1511) 0.1'2 -.86 1 -5.45 1 -1.28 1 5.3 -11.38 1.73 1 5.81 1 -10.92 1 5.44 Project: 13182 - APPENDIX A 73 of 82 6128105 • • • Part B: LOAD INCREMENT 8: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 74 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.14 -.78 -5.86 -1.19 2.46 -11.75 2.25 -3.12 -10.74 6.89 55(1562) 0.16 -.7 -6.34 -1.07 -1.23 -12.14 2.87 0.0 -10.41 8.39 56(1588) 0.19 -.61 -7.11 -.82 -6.66 -12.53 3.69 5.47 -9.9 9.79 57(1594) 0.21 -.55 -8.3 -.31 -12.04 -12.84 4.59 6.89 -8.69 11.32 58(1621) 0.23 -.51 -10.65 2.29 -18.05 -13.02 5.38 8.35 -7.35 12.9 59(1628) 0.24 -.48 -13.48 -2.01 -25.47 -13.45 0.19 13.87 -6.6 13.08 60(1629) 0.25 -.48 -6.85 -.55 -21.09 -13.92 -4.84 9.66 -5.72 13.21 61(1653) 0.26 -.48 -8.46 -.3 -17.87 -13.76 -4.64 7.54 -4.48 13.41 62(1652) 0.25 -.48 -8.74 -1.24 -14.33 -13.46 -4.73 6.74 -3.11 13.71 63(1651) 0.22 -.48 -7.5 -1.65 -8.65 -13.56 -3.8 6.28 -2.15 14.03 64(1650) 0.17 -.48 -5.28 -1.75 -4.7 -13.87 -2.63 4.5 -1.56 14.33 65(1673) 0.11 -.48 -3.23 -1.61 -1.97 -14.18 -1.85 0.0• -.79 -13.63 66(1674) 0.05 -.48 -3.23 -1.61 0.0 -14.47 -1.26 0.0 -1.35 -13.22 67(1675) 0.05 -.48 -3.04 2.27 0.0 -13.84 0.52 0.0 -2.32 -12.8 68(1676) 0.03 -.48 -3.04 2.27 -1.01 -13.42 1.07 0.0 -3.8 -12.39 69(1677) 0.02 -.48 -5.32 2.26 -2.72 -13.01 1.84 2.04 -5.03 -12.12 70(1678) 0.01 -.48 -7.55 2.13 -5.67 -12.6 3.06 5.72 -5.79 -11.97 71 (1679) 0.02 -.48 -8.71 1.69 -11.16 -12.43 3.96 6.6 -6.54 -11.77 72(1686) 0.02 -.48 -8.36 0.58 -13.36 -12.62 3.9 7.35 -7.83 -10.18 73(1707) 0.04 -.49 -6.85 0.72 -16.12 -12.69 4.21 9.41 -8.95 -8.73 74(1714) 0.07 -.49 -13.28 2.26 -19.98 -12.18 -.22 13.36 -9.36 -1.48 75 (1740) 0.09 -.53 -10.03 -2.03 -13.3 -11.72 -4.8 8.12 -9.63 -6.09 76(1766) 0.1 -.57 -7.34 0.48 -7.99 -11.55 -4.06 6.56 -9.75 -4.71 77(1792) 0.13 -.63 -6.51 0.96 -3.23 -11.22 -3.24 -.95 -9.78 -3.5 78(1817) 0.15 -.72 -5.98 1.22 1.5` -10.83 -2.45 0.0 -9.76 -2.39 79(1822) 0.17 -.79 -5.64 1.16 4.59 - 10.44 -1.62 0.95 -9.74 -1.36 80(1847) 0.19 -.86 -5.27 0.99 6.8 -10.13 -1.27 6.25 -9.74 -.36 81(1872) 0.19 -.91 -4.98 0.66 8.25 -9.9 -.78 6.48 -9.77 0.63 82(1897.) 0.19 -.94 -4.88 0.26 9.02 -9.78 -.32 6.5 -9.82 1.65 83(1922) 0.19 -.95 -4.86 -.15 9.15 -9.76 0.13 6.59 -9.88 2.71 84(1927) 0.19 -.93 -4.95 -.53 8.63 -9.85 0.59 6.45 -9.91 3.85 85(1952) 0.2 -.89 -5.09 -.85 7.47 -10.04 1.06 6.37 -9.89 5.09 86(1977) 0.2 -.83 -5.42 -1.08 5.6 -10.31 1.58 5.84 -9.77 6.51 87(2003) 0.22 -.76 -5.79 -1.24 2.93 -10.66 2.15 0.0 -9.49 8.03 88(2029) 0.23 -.69 -6.14 -1.26 -.65 -11.08 2.8 0.0 -9.05 9.53 89(2035) 0.26 -.61 -7.1 -1.12 -5.99 -11.52 3.65 5.36 -8.37 11.21 90(2062) 0.28 -.56 -8.67 -.83 -11.35 -11.91 4.64 6.88 -7.61 12.95 91(2069) 0.29 -.52 -10.12 -.74 -17.49 -12.41 5.47 8.35 -6.82 13.54 92(2070) 0.3 -.5 -11.3 -5.29 -25.0 -13.33 0.1 13.83 -5.93 14.06 93(2094) 0.31 -.5 -7.71 -4.07 -20.42 -14.21 -5.03 9.62 -4.78 14.7 94(2093) 0.31 -.5 -10.33 -4.36 -17.1 -14.48 -4.65 7.47 -3.13 15.37 95(2092) 0.31 -.5 -8.14 -4.34 -14.5 -14.58 -4.82 6.72 -1.92 15.82 96(2091) 0.27 -.5 -8.43 -3.42 -7.59 =15.03 -3.96 5.76 -.92 16.08 97(0) 0.22 -.5 -6.63 -2.49 -3.61 -15.6 -2.53 0.0 0.0 0.0 98(0) 0.17 -.5 -5.47 -1.4 -1.17 -15.95 -1.42 0.0 0.0 0.0 99(0) 1 0.11 -.5 -5.47 -1.4 0.0 -16.21 -.42 0.0 Project: 13182 - APPENDIX A 74 of 82 6128105 • 7� Part B: LOAD INCREMENT 8: Applied Live Load - STRESSES IN BRIDGE WALL B4.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress !'C Project: 13182 - APPENDIX A 75 of 82 6128105 FSI FSO FC FV 1 - 1387.6 - 1387.6 - 161.65 15.9 2 - 2237.9 -704.9 - 310.46 26.99 3 - 4032.7 1849.8 - 660.74 40.43 4 - 7329.8 19400.0 - 1721.6 58.95 5 - 11207.0 38919.0 - 2343.9 72.2 6 - 12258.0 42932.0 - 2355.8 62.3 7 - 10352.0 34915.0 - 2029.4 47.68- 8 - 7408.0 24256.0 - 1238.7 -2.03 9 - 10236.0 36295.0 - 2108.1 -67.21 10 - 7897.1 27941.0 - 2004.4 -74.86 it - 4361.0 8291.4 - 918.76 -65.8 12 - 150.69 - 1408.9 - 216.97 -49.07 13 10454.0 - 2732.5 - 872.29 -31.3 14 21365.0 - 3482.8 - 1449.6 -16.27 15 24230.0 - 3796.2 - 1619.6 -6.99 16 25118.0 - 3923.2 - 1677.1 -2.73 17 26407.0 - 3868.8 - 1722.6 -.45 18 25391.0 - 3940.0 - 1691.2 1.74 19 25005.0 - 3723.7 - 1640.7 5.85' 20 22325.0 - 3540.5 - 1499.1 14.95 21 13200.0 - 2862.8 - 1008.3 29.71 22 115.88 - 1636.7 - 264.28 47.53 23 - 3669.1 4516.1 - 693.14 64.12 24 - 7501.2 25235.0 - 1871.2 72.25 25 - 9551.9 33597.0 - 2049.2 64.56 26 - 7003.0 22757.0 - 1168.9 3.23 27 - 9800.5 33130.0 - 1970.3 -42.3 28 - 11677.0 41437.0 - 2309.5 -56.41 29 - 10680.0 38077.0 - 2304.9 -66.34 30 - 7102.4 21025.0 - 1740.5 -54.58 31 - 4982.1 8488.1 - 1017.7 -39.17 32 - 2267.4 - 445.61 - 323.27 -29.15 33 - 1274.3 - 1274.4 - 148.45 -21.82 34 - 1006.3 - 1006.3 - 117.23 2.55 35 - 1225.7 - 782.96 - 157.16 9.84 36 - 2377.2 682.11 - 376.24 19.89 37 - 3930.3 7840.4 - 839.97 35.25 38 - 6140.0 19585.0 - 1550.4 48.02 39 - 6874.2 23327.0 - 1641.9 43.32 40 - 6240.9 19472.0 - 1223.3 33.84 41 - 4519.0 13562.0 - 740.95 -.34 42 - 6245.1 20148.0 - 1351.9 -42.65 43 - 5004.1 14851.0 - 1187.8 -44.63 44 - 2690.3 2448.4 - 480.21 -38.37 45 - 249.28 - 1186.5 - 177.59 -30.17 46 4601.'0 - 2305.0 - 558.64 -22.74 47 15182.0 - 2858.4 - 1090.9 -14.98 48 18387.0 - 3153.1 - 1272.2 -7.29 49 19142.0 - 3255.6 - 1320.2 -.78 50 18783.0 - 3140.6 - 1286.9 4.29 51 16572.0 - 3135.9 - 1193.3 8.66 52 13669.0 - 2926.2 - 1038.1 13.07 53 9163.2 - 2549.5 - 789.07 17.88 54 85.01 - 1421.8 - 228.93 23.24 55 - 1153.4 - 465.64 - 156.68 29.67 56 - 3737.8 7057.2 - 785.86 38.15 57 - 5996.0 20117.0 - 1494.0 45.26 58 - 7132.6 24569.0 - 1580.9 43.47 59 - 5023.7 15923.0 - 833.74 0.83 60 - 7031.4 23424.0 - 1406.9 -33.03 !'C Project: 13182 - APPENDIX A 75 of 82 6128105 FSI FSO I FC FV 61 - 7910.0 29001.0 - 1949.5 -42.67 62 - 7252.1 26112.0 - 1927.9 -48.94 63 - 4939.4 13839.0 - 1185.0 -39.3 64 - 3419.2 4122.0 - 643.11 -27.21 65 - 1584.1 - 432.52 - 221.91 -19.16 66 - 960.95 - 961.08 - 111.96 -13.06 67 - 919.02 - 918.98 - 107.06 5.34 68 - 1219.3 - 631.76 - 161.11 11.1 69 - 2390.9 1180.3 - 394.45 19.01 70 - 3728.7 8109.3 - 818.66 31.68 71 - 5962.3 20019.0 - 1538.0 40.96 72 - 6323.5 21203.0 - 1503.3 35.9 73 - 5577.6 17436.0 - 1093.9 28.76 74 - 3978.9 11874.0 - 651.59 -.97 75 - 5513.5 17636.0 - 1190.0 -38.75 76 - 4380.3 12758.0 - 1032.4 -40.01 77 - 1855.6 208.22 - 283.15 -33.54 78 - 243.46 - 1082.3 - 161.32 -25.41 79 926.4 - 1911.6 - 341.91 -18.84 80 12543.0 - 2569.4 - 934.21 -13.16 81 15782.0 - 2746.4 - 1098.3 -8.04 82 16982.0 - 2982.4 - 1186.2 -3.29 83 18134.0 - 2914.9 - 1223.9 1.39 84 16143.0 - 2937.8 - 1143.9 6.13 85 14095.0 - 2651.0 - 1012.4 11.02 86 9261.3 - 2506.1 -786.3 16.32 87 199.63 - 1438.4 - 236.37 22.21 88 - 909.06 - 546.65 - 117.66 28.99 89 - 3484.2 6405.4 - 726.93 37.83 90 - 5606.5 18978.0 - 1402.1 45.74 91 - 6877.8 23807.0 - 1527.2 44.15 92 - 4914.7 15493.0 - 814.64 0.44 93 - 6889.7 22564.0 - 1371.1 -34.33 94 - 7843.4 27390.0 - 1895.0 -42.8 95 - 7493.6 26266.0 - 1968.9 -49.92 96 - 4876.8 10029.0 - 1052.0 -40.97 97 - 2210.6 -105.0 - 325.87 -26.17 98 - 1440.2 - 757.59 - 189.93 -14.73 99 - 1076.3 - 1076.3 - 125.38 -4.37 !'C Project: 13182 - APPENDIX A 75 of 82 6128105 Part C: INPUT DATUM - STRESSES IN BRIDGE WALL • PART C: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT • The following is a formated version of the CANDE output file 13182i7.prt C1 INPUT DATUM This file's input datum is the same than for Al INPUT DATUM starting on page 4. Only the boundary conditions are different as they are listed below. Project: 13182 - APPENDIX A 76 of 82 6128105 • • • Part C. INPUT DATUM - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING C1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING Displacements = in, Rotations = °, Forces = K /ft N = Node where the boundary is applied I = Construction increment where the boundary appear X, Y = X and Y force value (F= value) or displacement value (D= value) XY, RT = X -Y Rotation and Beam rotational boundary conditions Project: 13182 - APPENDIX A 77 of 82 I X Y XY RT 1 1 D =0.0 D =0.0 0.0 D 2 1 D =0.0 F =0.0 0.0 F 3 1 D =0.0 F =0.0 0.0 F 4 1 D =0.0 F =0.0 0.0 F 5 1 D =0.0 F =0.0 0.0 F 6 1 D =0.0 F =0.0 0.0 F 7 1 D =0.0 F =0.0 0.0 F 8 1 D =0.0 F =0.0 0.0 F 9 1 D =0.0 F =0.0 0.0 F 10 1 D =0.0 F =0.0 0.0 F 11 1 D =0.0 F =0.0 0.0 F 12 1 D =0.0 F =0.0 0.0 F 13 1 D =0.0 F =0.0 0.0 F 14 1 D =0.0 F =0.0 0.0 F 15 1 D =0.0 F =0.0 0..0 F 16 1 D =0.0 F =0.0 0.0 F 17 1 D =0.0 F =0.0 0.0 F 18 1 D =0.0 F =0.0 0.0 F 19 1 D =0.0 F =0.0 0.0 F 20 1 D =0.0 F =0.0 0.0 F 21 1 D =0.0 F =0.0 0.0 F 22 1 D =0.0 F =0.0 0.0 F 23 1 D =0.0 F =0.0 0.0 F 24 1 D =0.0 F =0.0 0.0 D 25 1 D =0.0 F =0.0 0.0 D 26 1 D =0.0 F =0.0 0.0 D 27 1 D =0.0 F =0.0 0.0 D 28 1 D =0.0 F =0.0 0.0 D 29 1 D =0.0 F =0.0 0.0 D 30 6 D =0.0 F =0.0 0.0 D 31 7 D =0.0 F =0.0 0.0 D 32 1 D =0.0 D =0.0 0.0 D 63 1 D =0.0 D =0.0 0.0 D 94 1 D =0.0 D =0.0 0.0 D 125 1 D =0.0 D =0.0 0.0 D 156 1 D =0.0 D =0.0 0.0 D . 187 1 D =0.0 D =0.0 0.0 D 218 1 D =0.0 D =0.0 0.0 D 249 1 D =0.0 D =0.0 0.0 D 280 1 D =0.0 D =0.0 0.0 D 311 1 D =0.0 D =0.0 0.0 D 342 1 D =0.0 D =0.0 0.0 D 373 1 D =0.0 D =0.0 0.0 D 404 1 D =0.0 D =0.0 0.0 D 435 1 D =0.0 D =0.0 0.0 D 466 1 D =0.0 D =0.0 0.0 D 497 1 D =0.0 D =0.0 0.0 D 528 1 D =0.0 D =0.0 0.0 D 559 1 D =0.0 D =0.0 0.0 D 590 1 D =0.0 D =0.0 0.0 D 621 1 b =0.0 D =0.0 0.0 D 652 1 D =0.0 D =0.0 0.0 D 683 1 D =0.0 D =0.0 0.0 D 714 1 D =0.0 D =0.0 0.0 D 745 1 D =0.0 D =0.0 0.0 D 772 1 D =0.0 D =0.0 0.0 D 805 1 D =0.0 D =0.0 0.0' D 838 1 D =0.0 D =0.0 0.0 D 864 1 D =0.0 D =0.0 0.0 D 890 11 ID =0.0 ID =0.0 10.0 10.0 ID Project: 13182 - APPENDIX A 77 of 82 ,.� 6128105 I X Y XY RT 915 1 D =0.0 D =0.0 0.0 D 945 1 D =0.0 D =0.0 0.0 D 970 1 D =0.0 D =0.0 0.0 D 995 1 D =0.0 D =0.0 0.0 D 1020 1 D =0.0 D =0.0 0.0 D 1049 8 . F =0.0 F = -1.46 0.0 F 1050 1 D =0.0 D =0.0 0.0 D 1075 1 D =0.0 D =0.0 0.0 D 1101 1 D =0.0 D =0.0 0.0 D 1127 1 D =0.0 D =0.0 0.0 D 1160 1 D =0.0 D =0.0 0.0 D 1189 1 D =0.0 D =0.0 0.0 D 1213 1 D =0.0 D =0.0 0.0 D 1246 1 D =0.0 D =0.0 0.0 D 1279 1 D =0.0 D =0.0 0.0 D 1305 1 D =0.0 D =0.0 0.0 D 1330 8 F =0.0 F = -5.63 0.0 F 1331 1 D =0.0 D =0.0 0.0 D 1356 1 D =0.0 D =0.0 0.0 D 1386 1 D =0.0 D =0.0 0.0 D 1411 1 D =0.0 D =0.0 0.0 D 1436 1 D =0.0 D =0.0 0.0 D 1461 1 D =0.0 D =0.0 0.0 D 1491 1 D =0.0 D =0.0 0.0 D 1516 1 D =0.0 D =0.0 0.0 D 1541 8 F =0.0 F = -5.63 0.0 F 1542 1 D =0.0 D =0.0 0.0 D 1568 1 D =0.0 D =0.0 0.0 D 1601 1 D =0.0 D =0.0 0.0 D 1630 1 D =0.0 D =0.0 0.0 D 1654 1 D =0.0 D =0.0 0.0 D 1687 1 D =0.0 D =0.0 0.0 D 1720 1 D =0.0 D =0.0 0.0 D 1746 1 D =0.0 D =0.0 0.0 D 1772 1 D =0.0 D =0.0 0.0 D 1797 1 D =0.0 D =0.0 0.0 D 1827 1 D =0.0 D =0.0 0.0 D 1852 1 D =0.0 D =0.0 0.0 D 1877 1 D =0.0 D =0.0 0.0 D 1902 1 D =0..0 D =0.0 0.0 D 1932 1 D =0.0 D =0.0 0.0 D 1957 1 D =0.0 D =0.0 0.0 D 1983 1 D =0.0 D =0.0 0.0 D 2009 1 D =0.0 D =0.0 0.0 D 2042 1 D =0.0 D =0.0 0.0 D 2071 1 D. =0.0 D =0.0 0.0 D 2095 1 D =0.0 D =0.0 0.0 D 2122 1 D =0.0 D =0.0 0.0 D 2153 1 D =0.0 D =0.0 0.0 D 2184 1 D =0.0 D =0.0 0.0 D 2215 1 D =0.0 D =0.0 0.0 D 2246 1 D =0.0 D =0.0 0.0 D 2277 1 D =0.0 D =0.0 0.0 D 2308 1 D =0.0 D =0.0 0.0 D 2339 1 D =0.0 D =0.0 0.0 D 2370 1 D =0.0 D =0.0 0.0 D 2401 1 D =0.0 D =0.0 0.0 D 2432 1 D =0.0 D =0.0 0.0 D 2463 1 D =0.0 D =0.0 0.0 D 2494 11 ID =0.0 D =0.0 10.0 ID ,.� 6128105 • • • Part C. INPUT DATUM - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING ,w. Project: 13182 - APPENDIX A 78 of 82 6128105 I X Y XY RT 2525 1 D =0.0 D =0.0 0.0 D 2556 1 D =0.0 D =0.0 0.0 D 2587 1 D =0.0 D =0.0 0.0 D 2618 1 D =0.0 D =0.0 0.0 D 2649 1 D =0.0 D =0.0 0.0 D 2680 1 D =0.0 D =0.0 0.0 D 2711 1 D =0.0 D =0.0 0.0 D 2742 1 D =0.0 D =0.0 0.0 D 2773 1 D =0.0 D =0.0 0.0 D 2804 1 D =0.0 D =0.0 0.0 D 2835 1 D =0.0 D =0.0 0.0 D 2836 1 D =0.0 F =0.0 0.0 D 2837 1 D =0.0 F =0.0 0.0 D 2838 1 D =0.0 F =0.0 0.0 D 2839 1 D =0.0 F =0.0 0.0 D 2840 1 D =0.0 F =0.0 0.0 D 2841 1 D =0.0 F =0.0 0.0 D 2842 1 D =0.0 F =0.0 0.0 D 2843 1 D =0.0 F =0.0 0.0 D 2844 1 D =0.0 F =0.0 0.0 D 2845 1 D =0.0 F =0.0 0.0 D 2846 1 D =0.0 F =0.0 0.0 D 2847 1 D =0.0 F =0.•0 0.0 D 2848 1 D =0.0 F =0.0 0.0 D 2849 1 D =0.0 F =0.0 0.0 D 2850 1 D =0.0 F =0.0 0.0 D 2851 1 D =0.0 F =0.0 0.0 D 2852 1 D =0.0 F =0.0 0.0 D 2853 1 D =0.0. F =0.0 0.0 D 2854 1 D =0.0 F =0.0 0.0 D 2855 1 D =0.0 F =0.0 0.0 D 2856 1 D =0.0 F =0.0 0.0 D 2857 1 'D =0.0 F =0.0 0.0 D 2858 1 D =0.0 F =0.0 0.0 D 2859 1 D =0.0 F =0.0 0.0 D 2860 1 D =0.0 F =0.0 0.0 D 2861 1 D =0.0 F =0.0 0.0 D 2862 1 D =0.0 F =0.0 0.0 D 2863 1 D =0.0 F =0.0 0.0 D 2864 6 D =0.0 F =0.0 0.0 D 2865 7 D =0.0 F =0.0 0.0 D ,w. Project: 13182 - APPENDIX A 78 of 82 6128105 Part C. RESULTS FOR LOAD INCREMENT 1 TO 7 - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING is C2 RESULTS FOR LOAD INCREMENT 1 TO 7 • • The results for the Load Increment 1 to Load Increment 7 are simmilar to the related chapter starting at A2 LOAD INCREMENT 1: Dead Load of Structure on page 45. Project: 13182 - APPENDIX A 79 of 82 6128105 Part C: LOAD INCREMENT 8: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE SC3 LOAD INCREMENT 8: APPLIED LIVE LOAD • • C3.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K /ft, MOMENT are in ft *K /ft BN (N) X -D, Y -D NP, SP MOMENT, SHEAR, THRUST CD V @C, T @C node BN and node BN +1 Beam node number (N= Corresponding Node number) Node displacements Normal and Shear pressures at the node Values at the node Crack depth Shear and Thrust values at the center of the element between Project: 13182 - APPENDIX A 80 of 82 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.11 -.5 -5.48 .0.89 0.0 -16.47 0.58 0.0 -1.08 -16.39 2(792) -.17 -.5 -5.48 0.89 -1.37 -16.31 1.58 0.0 -2.08 -16.23 3(793) -.23 -.5 -6.93 2.1 -4.01 -16.04 2.71 0.0 -3.35 -15.85 4(794) -.29 -.5 -9.05 3.04 -8.26 -15.57 .4.17 5.88 -5.0 - 15.29 5(795) -.33 -.51 -9.11 4.03 -14.6 -15.16 5.23 6.7 -6.29 -14.69 6(796) -.34 -.51 -11.38 4.16 -18.49 -15.1 5.2 7.5 -7.43 -14.12 7(797) -.34 -.51 -8.68 3.87 -22.17 -14.89 5.59 9.67 -8.32 -13.54 8(804) -.33 -.51 -11.76 4.51 -27.25 -14.19 0.14 13.96 -9.21 -11.85 9(825) -.32 -.53 -10.52 0.38 -19.56 -13.48 -5.63 8.4 -9.98 -10.13 10(832) -.31 -.56 -9.05 0.62 -13.21 -13.02 -4.8 6.96 -10.49 -8.58 11(858) -.29 -.62 -7.35 1.11 -7.63 -12.64 -3.81 5.78 -10.78 -7.01 12(884) -.26 -.71 -6.36 1.32 -2.03 -12.19 -2.97 0.0 -10.91 -5.54 13(910) -.23 -.8 -5.82 1.37 1.81 -11.74 -2.35 0.0 -10.9 -4.29 14(935) -.22 -.88 -5.47 1.32 4.81 -11.34 -1.83 5.63 -10.82 -3.12 15(940) -.21 -.96 -5.15 1.15 7.08 -10.99 -1.37 6.2 -10.7 -2.05 16(965) -.21 -1.01 -4.98 1.02 8.71 -10.71 -.93 6.42 -10.55 -1.02 17(990) -.21 -1.05 -5.02 0.87 9.74 -10.47 -.5 6.6 -10.37 0.01 18(1015) -.21 -1.05 -5.56 0.54 10.13 -10.32 0.0 6.58 -10.2 1.14 19(1040) -.21 -1.03 -6.26 -.36 9.74 -10.31 0.63 6.6 -10.13 2.42 20(1045) -.2 -.98 -6.5 -1.43 8.33 -10.56 1.36 6.44 -10.2 3.8 21(1070) -.19 -.91 -6.47 -1.95 5.83 -11.01 2.1 5.51 -10.29 5.21 22(1095) -.17 -.84 -6.42 -1.94 2.23 -11.58 2.83 0.0 -10.31 6.73 23(1121) -.14 -.74 -6.92 -1.45 -3.18 -12.13 3.66 0.0 -10.11 8.24 24(1147) -.11 -.68 -7.85 -1.08 -8.51 -12.58 4.52 6.52 -9.76 9.62 25(1153) -.09 -.63 -10.76 1.39 -14.4 -12.9 5.3 8.14 -8.68 11.24 26(1180) -.07 -.59 -15.21 -4.51 -21.74 -13.62 0.16 13.47 -7.4 13.27 27(1187) -.04 -.58 -6.88 -.16 -17.36 -14.28 -4.83 9.42 -6.64 13.41 28(1188) -.02 -.58 -9.37 -.26 -14.16 -14.09 -4.59 7.34 -5.67 13.55 29(1212) -.01 -.58 -10.47 -1.51 -10.67 -13.82 -4.54 6.51 -4.18 13.79 30(1211) -.01 -.58 -9.4 -2.19 -5.38 -13.99 -3.32 5.37 -2.46 14.19 31(1210) -.02 -.57 -6.72 -2.5 -2.26 -14.42 -1.85 0.53 -1.23 14.65 32(1209) -.03 -.57 -3.74 -2.55 -.7 -14.88 -.89 0.0 -.55 15.12 33(1232) -.04 -.57 -3.74 -2.55 0.0 -15.35 -.21 0.0 -2.56 -18.88 34(1233) -.04 -.57 -3.94 1.64 0.0 -19.03 2.2 0.0 -3.28 -18.58 35(1234) -.12 -.57 -3.94 1.64 -3.25 -18.73 2.92 0.0 -4:51 -18.25 36(1235) =.19 -.57 -6.71 1.76 -7.42 -18.42 3.9 5.55 -6.25 -17.96 37(1236) -.25 -.57 -9.53 1.61 -13.14 -18.11 5.38 6.52 -7.77 -17.76 38(1237) -.28 -.58 -10.68 1.18 -21.06 -18.06 6.5 6.82 -8.76 -17.62 39(1238) -.28 -.58 -9.57 0.21 -25.88 - 18.51' 6.21 7.6 -9.53 -17.47 40(1245) -.26 -.58 -6.97 0.29 -30.11 -18.76 6.26 9.83 -10.61 -15.26 41(1266) -.22 -.59 -14.94 6.29 -35.69 -17.66 -.71 14.28 -11.26 -13.44 42(1273) -.19 -.64 -10.72 1.19 -25.0 -16.16 -8.05 8.49 -11.2 -11.71 43(1299) -.16 -.72 -8.8 3.94 -15.63 -15.16 -7.41 7.01 -11.0 -9.44 44(1325) -.12 -.83 -9.66 4.38 -6.59 -14.0 -6.27 5.41 -10.84 -6.77 45(1351) -.07 -.99 -11.09 4.0 2.81 -12.79 -4.7 0.0 -10.94 -4.36 46(1376) -.03 -1.13 -11.32 2.12 8.42 -11.88 -2.99 6.14 -11.29 -2.51 47(1381) -.01 -1.25 -9.08 -.18 11.51 -11.55 -1.53 6.67 -11.58 -1.32 48(1406) 0.0 -1.34 -5.93 -.75 12.82 - 11.59' -.63 6.72 -11.69 -.42 49(1431) 0.01 -1.4 -4.4 -.32 13.31 -11.67 -.22 6.73 -11.69 0.4 50(1456) 0.0 -1.42 -4.03 0.0 13.45 -11.7 -.01 6.76 -11.57 1.29 51(1481) 0.0 -1.4 -4.41 0.34 13.34 -11.67 0.2 6.73 -11.27 2.49 52(1486) 0.0.1 -1.34 -5.93 0.78 12.89 -11.57 0.61 6.73 -10.91 4.33 53(1511) 0.02 -1.25 -9.06 0.23 11.61 -11.53 1.5 6.68 -10.8 6.74 Project: 13182 - APPENDIX A 80 of 82 6128105 • • Part C: LOAD INCREMENT 8: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE Project: 13182 - APPENDIX A 81 of 82 6128105 X =D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 54(1536) 0.04 -1.12 -11.36 -2.06 8:56 -11.85 2.96 6.16 -10.92 9.46 55(1562) 0.08 -.98 -11.32 -3.87 2.98 -12.73 4.71 0.0 -11.07 11.73 56(1588) 0.13 -.82 -9.74 -4.16 -6.49 -13.91 6.32 4.87 -11.12 13.43 57(1594) 0.17 -.71 -8.72 -3.84 -15.6 -15.03 7.46 7.01 -10.46 15.26 58(1621) 0.21 -.63 -10.8 -1.17 -25.03 -16.03 8.12 8.49 -9.39 17.48 59(1628) 0.24 -.57 -14.94 -6.31 -35.82 -17.59 0.82 14.29 -8.65 17.65 60(1629) 0.27 -.56 -6.73 -.47 -30.35 -18.76 -6.13 9.84 -7.69 17.79 61(1653) 0.3 -.56 -9.21 -.29 -26.21 -18.52 -6.12 7.61 -6.24 17.99 62(1652) 0.3 -.56 -10.23 -1.2 -21.45 -18.09 -6.46 6.82 -4.57 18.29 63(1651) 0.28 -.56 -9.12 -1.64 -13.54 - 18.,14 -5.4 6.54 -3.4 18.61 64(1650) 0.22 -.56 -6.42 -1.75 -7.74 -18.45 -3.98 5.63 -2.7 18.91 65(1673) 0.14 -.56 -3.8 -1.63 -3.43 -18.76 -3.05 0.0 -.3 -14.0 66(1674) 0.07 -.56 -3.8 -1.63 0.0 -19.06 -2.35 0.0 -.96 -13.54 67(1675) 0.07 -.56 -3.61 2.52 0.0 -14.23 -.02 0.0 -2.14 -13.1 68(1676) 0.06 -.56 -3.61 2.52 -.39 -13.77 0..63 0.0 -3.91 -12.68 69(1677) 0.05 -.56 -6.44 2.45 -1.61 -13.32 1.55 2.44 -5.33 -12.45 70(1678) 0.04 -.56 -9.04 2.13 -4.33 -12.89 3.02 5.99 -6.13 -12.34 71(1679) 0.05 -.56 -9.98 1.43 -9..97 -12.75 4.14 6.5 -6.87 -12.2 72(1686) 0.05 -.56 -8.85 0.05 -12.32 -13.0 4.11 7.26 -8.12 -10.29 73(1707) 0.07 -.56 -6.64 0.19 -15.28 -13.14 4.48 9.31 -9.21 -8.74 74(1714) 0.09 -.57 -14.52 4.01 -19.35 -12.57 -.06 13.23 -9.61 -7.46 75(1740) 0.11 -.6 -10.43 -1.62 -12.74 -12.0 -4.73 8.05 -9.88 -6.06 76(1766) 0.12 -.64 -7.49 0.62 -7.55 -11.78 -3.95 6.47 -10.0 -4.68 77(1792) 0.14 -.7 -6.54 0.97 -2.93 -11.45 -3.13 -1.64 -10.03 -3.48 78(1817) 0.17 -.77 -5.97 1.19 1.63 -11.06 -2.36 0.0 -10.02 -2.38 79(1822) 0.18 -.84 -5.61 1.13 4.58 -10.69 -1.74 0.91 -10.0 -1.35 80(1847) 0.2 -.9 -5.25 0.97 6.69 -10.39 -1.21 6.21 -10.01 -.34 81(1872) 0.2 -.94 -4.98 0.63 8.07 -10.17 -.73 6.44 -10.05 0.66 82(1897) 0.2 -.97 -4.91 0.23 8.79 -10.05 -.29 6.46 -10.09 1.69 83(1922) 0.2 -.97 -4.93 -.16 8.89 -10.04 0.16 6.55 -10.15 2.76 84(1927) 0.2 -.95 -5.0 -.52 8.34 -10.13 0.61 6.4 -10.17 3.91 85(1952) 0.2 -.9 -5.14 -.82 7.15 -10.32 1.08 6.31 -10.14 5.14 86(1977) 0.21 -.84 -5.45 -1.05 5.27 -10.58 1.58 5.71 -10.01 6.58 87(2003) 0.23 -.77 -5.8 -1.19 2.6 -10.92 2.14 0.0 -9.71 8.12 88(2029) 0.25 -.69 -6.23 -1.22 -.96 -11.33 2.79 0.0 -9.25 9.63 89(2035) 0.27 -.61 -7.24 -1.07 -6.28 -11.76 3.65 5.46 -8.54 11.32 90(2062) 0.29 -.56 -8.78 -.74 -11.66 -12.14 4.65 6.89 -7.74 13.04 91(2069) 0.3 -..52 -10.19 -.61 -17.81 -12.63 5.48 8.35 -6.93 13.62 92(2070) 0.31 -.5 -11.41 -5.04 -25.33 -13.48 0.04 13.85 -6.01 14.14 93(2094) 0.32 -.5 -7.97 -4.03 -20.66 -14.32 -5.13 9.62 -4.83 14.78 94(2093) 0.32 -.5 -10.56 -4.29 -17.27 -14.58 -4.74 7.47 -3.16 15.43 95(2092) 0.32 -.5 -8.34 -4.28 -14.63 -14.67 -4.89 6.72 -1.93 15.87 96(2091) 0.28 -.5 -8.58 -3.36 -7.64 -15.1 -4.0 5.79 -.93 16.11 97(0) 0.23 -.5 -6.7 -2.4 -3.64 -15.65 -2.55 0.0 0.0 0.0 98(0) 0.17 -.5 -5.48 -1.3 -1.18 -15.99 -1.43 0.0 0.0 0.0 99(0) 0.12 -.5 -5.48 -1.3 0.0 -16.23 -.43 0.0 Project: 13182 - APPENDIX A 81 of 82 6128105 • • • Part C: LOAD INCREMENT 8: Applied Live Load - STRESSES IN BRIDGE WALL C3.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and .Outer steel cages FC = Concrete compression FV = Shear stress Project: 131.82 - APPENDIX A 82 of 82 FSI FSO FC FV 1 - 1094.0 - 1094.1 - 127.46 5.99 2 - 1529.0 - 730.18 - 204.04 16.36 3 - 2370.1 -31.32 - 352.02 28.1 4 - 5223.7 11169.0 - 1340.7 43.21 5 - 7622.2 26371.0 - 1991.5 54.12 6 - 8421.6 29715.0 - 2015.9 47.8 7 - 7431.6 24641.0 - 1484:7 38.14 8. - 5371.5 17115.0 - 892.52 0.61 9 - 7648.9 26742.0 - 1704.7 -45.46 10 - 6420.1 22282.0 - 1622.3 -47.38 11 - 4307.8 9205.9 - 940.51 -39.47 12 - 1398.0 - 263.08 -199.7 -30.73 13 - 208.41 - 1219.8 - 184.59 -24.34 14 8070.7 - 2478.8 - 731.97 -18.98 15 12922.0 - 2863.8 - 996.82 -14.13 16 16158.0 - 3090.3 - 1168.7 -9.67 17 19277.0 - 3119.7 - 1304.4 -5.21 18 19279.0 - 3239.8 - 1323.5 -.02 19 18912.0 - 3039.1 - 1276:2 6.53 20 15752.0 - 2869.5 - 1116.6 14.08 21 7339.4 - 2372.8 - 684.43 21.69 22 -70.41 - 1318.3 -206.0 29.27 23 - 1839.3 13.76 - 274.42 37.92 24 - 4824.3 13395.0 - 1117.1 44.6 25 - 6007.9 19120.0 - 1294.4 42.78 26 - 4401.9 13081.0 - 720.22 0.7 27 - 6094.4 18775.0 - 1189.9 -32.94 28 - 6809.6 22369.0 - 1605.9 -42.22 29 - 6016.4 18839.0 - 1507.8 -46.96 30 - 3906.7 6886.7 - .805.49 -34.35 31 - 2313.6 504.51 -361.0 -19.11 32 - 1214.6 - 809.19 - 154.65 -9.21 33 - 1019.3 - 1019.3 - 118.74 -2.13 34 - 1263.5 - 1263.5 - 147.18 22.8 35 - 2301.7 - 405.25 - 329.68 30.25 36 - 5086.1 9042.6 - 1051.2 40.33 37 - 7265.4 21981.0 - 1795.8 55.68 38 - 10908.0 39185.0 - 2330.7 67.33 39 - 11831.0 42683.0 - 2330.5 57.15 40 - 9992.3 33968.0 - 2004.6 42.74 41 - 7123.0 23275.0 - 1190.4 -3.18 42 - 9791.1 34639.0 - 2070.7 -65.01 43 - 7596.9 26482.0 - 1923.2 -73.03 44 - 4066.5 7214.2 - 839.92 -64.96 45 26.8 - 1544.6 - 245.95 -48.61 46 11883.0 - 2698.1 - 926.88 -30.91 47 22392.0 - 3517.3 - 1498.2 -15.82 48 25103.0 - 3828.2 - 1661.4 -6.52 49 25827.0 - 3946.7 - 1710.6 -2.3 50 26388.0 - 3876.8 - 1723.1 -.13 51 25907.0 - 3951.5 - 1714.7 2.04 52 25255.0 - 3836.9 - 1669.2 6.28 53 22623.0 - 3526.3 - 1509.4 15.57 54 12173.0 - 2735.5 - 944.99 30.68 55 80.61 - 1583.9 - 254.43 48.71 56 - 3957.0 5341.1 -762.8 65.46 57 - 7572.4 26438.0 - 1918.3 73.58 58 - 9780.3 34703.0 = 2070.7 65.53 59 - 7142.2 23394.0 - 1194.3 3.68 60 - 10063.0 34274.0 - 2010.3 -41.84 Project: 131.82 - APPENDIX A 82 of 82 6/28105 FSI FSO FC FV. 61 - 11965.0 43276.0 - 2343.8 -56.25 62 - 11079.0 39974.0 - 2349.5 -66.86 63 - 7413.1 22761.0 - 1843.1 -55.93 64 - 5220'.3 9613.7 - 1089.7 -41.24 65 - 2361.4 - 361.75 - 339.99 -31.57 66 - 1265.5 - 1265.4 - 147.42 -24.37 67 - 945.25 - 945.26 - 110.11 -.26 68 - 1040.5 - 815.07 - 128.52 6.56 69 - 1916.0 78.54 - 287.95 16.07 70 - 3299.4 5414.0 - 667.22 31.3 71 - 5593.7 17626.0 - 1405.4 42.89 72 - 6033.6 19342.0 - 1409.6 38.39 73 - 5411.3 16350.0 - 1050.4 30.59 74 - 3906.4 11368:0 - 636.29 -.27 75 - 5381.7 16763.0 - 1150.8 -38.17 76 - 4262.7 11887.0 - 988.59 -39.0 77 - 1766.7 100.07 - 266.41 -32.43 78 - 220.46 - 1129.6 - 169.79 -24.41 79 908.16 - 1926.6 - 343.53 -18.02 80 12278.0 - 2595.5 - 927.21 -12.54 81 15364.0 - 2763.3 - 1083.4 -7.6 82 16454.0 - 2993.0 - 1165.7 -2.97 83 17527.0 - 2920.8 - 1199.3 1.63 84 15474.0 - 2939.7 - 1116.0 6.31 85 13381.0 - 2649.4 - 982.08 11.14 86 8518.0 - 2501.5 - 754.35 16.38 87 83.73 - 1311.2 - 220.86 22.15 88 - 1018.7 - 483.56 - 136.04 28.88 89 - 3636.3 6903.1 - 765.74 37.82 90 - 5747.4 19509.0 - 1439.0 45.86 91 - 7004.5 24259.0 - 1555.6 44.26 92 - 4985.0 15733.0 - 826.53 0.19 93 - 6964.8 22844.0 - 1386.7 -35.04 94 - 7915.1 27672.0 - 1913.2 -43.56 95 - 7553.5 26512.0 - 1985.8 -50.59 96 - 4908.3 10117.0 - 1059.5 -41.37 97 - 2222.2 - 102.37 - 327.68 -26.35 98 - 1446.3 -757.3 - 190.84 -14.83 99 - 1077.6 - 1077.6 - 125.53 -4.45 6/28105 � ]l • L D -n r 0 n, C z :D 04 z • BRIOSE SYSTEMS BRIDGE FOUNDATION CALCULATIONS JOB #: 13182 NAME: Rosewood Ave / Tennis CT DATE: 28- Jun -05 BY: KLD LOADS: cover, at structure center 4.0 ft, max vertical load, per leg, R„ 16.6 k/f bridge span _ 24 ft live load percentage 11% bridge rise 10.0 ft horizontal load, per leg, Rh 0.7 k/f live load HS 20 -44 FOOTING WIDTH: REINFORCING DESIGN: fy = 60.0 ksi footing type = Strip Footing f'c = 4.0 ksi footing depth, D = 2.00 ft I= 1.83 ft footing offset, o = 0.0 in M„ = 9.07 ft-k/ft TOTAL LOAD per footing = 16.6 k/f d = 17.8 in overburden depth = 0.0 ft R„ = 32 psi net allowable bearing = 4.0 ksf m = 17.65 gross allowable bearing = 4.0 ksf p x.00054 actual footing width, B = 4.5 ft p,,,i„ x.00070 (PerAASHTO 8.17. 1) Pmax x.0214 Asf q'd = 0.15 in^2/ft Tie bars = #4 @ 12 in FACTORED SOIL BEARING PRESSURES: wfactored di = 4.2 ksf COfactored ii = 0.9 ksf Long. bars = #6 @ 12 in cototai = 5.2 ksf Asactuai = 0:20 in^2/ft. OK Oinside, factored = 5.3 ksf CHECK SHEAR: 0)outside, factored = 5.0 ksf V„ = 1.9 k/ft �Vc = 22.9 k/ft OK f • C.r BRIDGE SYSTEMS PIER FOUNDATION CALCULATIONS JOB #: 13182 NAME: Rosewood Ave / Tennis CT DATE: 28- Jun -05 BY: KLD LOADS: cover, at structure center 4.0 ft, max vertical load, per leg, R„ 29.1 k/f bridge span 24 ft live load percentage 11% bridge rise 10.0 ft pier width 24 in live load HS 20-44 FOOTING WIDTH: UNREINFORCED BENDING CHECK: footing depth, D = 2.00 ft fy = 60.0 ksi footing offset, o = 0.0 in f'c = 4.0 ksi TOTAL LOAD per footing ='29.1 k/f i = 2.75 ft overburden depth = 0.0 ft MS = 14.65, ft-k/ft net allowable bearing = 4.0 ksf y = 9.0 in gross allowable bearing = 4.0 ksf I = 5832 in ^4 trial footing width = 7.5 ft Gt(allow) = 100 psi actual footing width, B = 7.5 ft Gt(actual) = 271 psi actual bearing load = 3.87 ksf OK REINFORCEMENT REQUIRED REINFORCEMENT: BENDING, FACTORED LOADS (Odead load = 3.4 ksf dive load = 0.4 ksf (Ofactored dl = 4.5 ksf wfactored II = 0.9 ksf Wtotal = 5.4 ksf M. = 20.4 ft -k/ft d = 17.7 in R„ = 73 psi m = 17.65 p = 0.0012 = 0.0016 AASHTO 8.17.1) Pmin (Per . Pmax = 0.0214 Asrey'd = 0.34 in ^2/ft Tie bars = #5 @ 10 in CHECK SHEAR: -Vu = 6.9 k/ft Long. bars = #6 @ 12 in OK = 22.8 k/ft OK • CALCULATION NOTES: 1. The vertical and horizontal loads are obtained from the CON /SPAN reaction charts, which were developed using many test runs of the finite- element model CANDE . 2. The live load percentage is the percent of the total load attributed to live load. 3. The uniform load, co,,,, is the total live or dead load spread over the actual footing width. 4. Loads (0imid, and CO id, are the factored soil contact pressures at the inside and outside face of the footing, respectively. These pressures are used for structural design of the footing per AASHTO 4.4.7.1.1.1. 5. The load factors for the soil pressures are 1.3 for dead load, and 2.17 for live loads. 6. -is the steel yield strength and L is the concrete compressive strength in the footing only. 7. a is the extension of the footing past.the culvert leg and is used for strip footings only. 8. M =(ill 2/2 for strip footings and (A(span)2/ 8 for a base slab. 9. d = distance from extreme compression fiber to centroid of tension reinforcement. 10. $u = Mu /� b d2 11. M = fy /(.85)f, 12. 2 = 1 1m(1- sgrt(1- 2mRu /fy)) 13. p,,- is calculated based on 1.2Mc, or 1.3 M. per AASHTO 8.17.1. 14. As. = p bd 15. jVc = 2�(fc) "- (b)(d) ( AASHTO 8-49) -y o 16. i8' = B - 2e ( AASHTO 4.4.7.1.1.1) C Footing I I q Precast Unit Leg Outside of Footing ID Inside of Footing x B 0 • .• BEARING & ECCENTRICITY CHECK JOB #: 13182 NAME: Rosewood Ave / Tennis CT DATE: 28- Jun -05 LOADS: cover, at structure center 4.00 ft at rest pressure coefficient, Ko 0.50 footing depth, D 2.00 ft max. passive pressure coeff.,Kp,,,n, 3.0 live load HS 20-44 max. friction coefficient, fsm,,,, 0.30 bridge span 24 ft bridge rise 10.00 ft vertical load, R,, 16.58 k/f horizontal load, Re 0.72 k/f overburden, Z 14.67 ft depth to bottom of footing, Z +D 16.67 ft a at rest pressure 1, Pl 0.88 ksf at rest pressure 2, P2 1.00 ksf total force from at rest pressure -1.88 k/f O calculated friction coefficient, fs 0.06 R actual f$ ( <= fsmax) 0.06 total friction force, Ft 1.16 k/f P ' calculated passive pressure coeff., K 0.00 R D actual KP ( <= Kpmnx-K0) 0.00 passive pressure 1, Pi 0.00 ksf . P X passive pressure 2, P2 0.00 ksf B total force from passive -pressure 0.00 k/f ECCENTRICITY AND BEARING PRESSURE: Vertical Horizontal Moment Moment Description Force (k/ft) Force ( ft) Arm (ft) (ft-Rift) vertical reaction 16.58 2.25 37.31 footing weight 1.30 2.25 2.93 at rest pressure -1.88 0.96 -1.80 friction 1.16 0.00 0.00 passive pressure 0.00 0.96 0.00 horizontal reaction 0.72 1.83 1.31 TOTAL 17.88 0 39.74 allowable bearing pressure 4.0 ksf footing offset from center of leg, o 0 in eccentricity, a -0.33 in < B/3 OK (negative a is inward) reduced footing width, B' = B - 2e 4.44 ft bearing pressure, q' 3.7 ksf OK.' U • n D n Z C p D O r Z 7 • • f CON SPANo BRIDGE SYSTEMS Project: Rosewood Ave / Tennis CT Job #: 13182 Date: 6/29/2005 Engineer KLD Input: Span = 24 ft Rise '= 10 ft Cover, max. = 4.00 ft ysa;, = 120 pcf K = 0.47 Endwall Design Calculations Forces at: Top of wall, w, = 0.27 klf Bottom of wall, W2-= 0.84 k1f Moments: Ms = 7.03 k -ft Mu = W(QeW. = 10.50 k -ft Endwall Design: f =.4 ksi Fy = 60 ksi R = 0.85 = 0.9 cover = 2.0 in wall thickness= 10.0 in tributary strip = 12.0 in d = 7.69 in reinforcing bars = #5 spacing = 8.0 ".o.c. Ultimate Loads Reinforcing: Ru = 197 psi m =fy /0.85fc= 17.65 P.Iculated = 0:0034 Pmin = 0.0031 (for 1.2M, perAASHTO 8.17. 1) pma, = 0.0214 (for 0.75 p b per AASHTO 8.16.3.1.1) P,q'd = 0.0034 OK, required reinforcement is within'acceptable range As n q d = 0.31 in^2/ft Apmided = 0.46 in^2/ft OK, Asprovided > Asreq'd a =0.677 in Wn = 15.22 k -ft OK, phi*Mn > Mu —.Note: Load and resistance factors per AASHTO 16th Edition, 1996, and all interims • • Service Loads Reinforcing (Crack Control): do = 2.31 in A = 37.00 in ^2 z = 130.0 Win fsauowable = 29.5 ksi (perAASHTO 8.16.8.4) n = 8.04 P actual = AsPro„/bd = 0.0050 k = 0.246 jd = 7.1 in fs actual = 25.96 ksi OK, fsallovir > fsact Span W2 • • 0