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13176
/mmN��0N0 42 _NE � 13 [ -�L JEFFERSON ST / HAWTHORNE CT RETENTION VAULT LA QUINTA, CALIFORNIA CON /SPAN® Project #13176 # DESIGN NOTES CON /SPAN® Bridge Systems - Dayton, OH Supplied by BridgeTek - CA June 29, 2005 r Q 1 JEFFERSON ST / HAWTHORNE CT RETENTION VAULT LA QUINTA, CALIFORNIA CON /SPAN® Project #13176 # DESIGN NOTES CON /SPAN® Bridge Systems - Dayton, OH Supplied by BridgeTek - CA June 29, 2005 r Q C. 2140 Professional Drive Suite 115 Roseville, CA 95661 CON SPAN 800 526 -8701 800 526 -3999 BRIDOE SYSTEMS Fax: 916-787-8723 www.Oon- span.com June 28, 2005 FEE: Review of CON /SPAN® Bridge Procedure 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 24' 70" 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. �I The CANDE ro ram describes a structure ,surrounded by the soil elements. The P 9 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 10 Or ^,ryghe te \. L1B Inc • f93j /�9s O q� Opp, 0 Q o � I c Pry�o h AOeOx20246 • DaYtOP o�A JEFFERSON ST / HAWTHORNE CT .RETENTION VAULT LA QUINTA, CALIFORNIA CON /SPAN® PROJECT #13176 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 ". Philip A. reamer, P.E. Dated, 6 1& 9 /Or SPAN = 24' -0" RISE = 10' -0" COVER = 2' -0" min. to 4' -0" max. LENGTH = 128' -0" LOADING = HS20 -44 S81 � No. 603 � t EXR Q ;o os 0c CAL \�O 4 4 4- ' : CON SPAN BRIDGE SYSTEMS DESIGN PACKET PROJECT NUMBER: 13176 CULVERT CONRGURA TION DA TE: 6127105 BY: AD SPAN = 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 i o 24' -0" JEFFERSON ST /HAWTHORNS 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 Negative Moment and Shear 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 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 specifications. This results in a more conservative approach than using the soil model SM100.' • CUL VER T CONFIGURATION SPAN = 24' -0" RISE = 10' -0" Modulus* = 3000 -8000 psi COVER = 2' -0" min. 4'— 0 max. DESIGN LOADING HS20— 44 IMPACT Per AASH TO Section 3.8.2.3. for 0' -0" < cover < I' -0" , impact = ,301'o to for . I' —I" < cover < 2'—O"-, impact = 207 for 2' -1 " < cover < 2'-11" , impact = 101 for 2'--.11" < cover , impact = Oq DESIGN SPECIFICA TIONS AASHTO (Current Edition) MA TERIALS Concrete:. f'c — 4000 psi Reinforcing: fy 65000 psi (WWF) SOILS In Situ: Youngs Modulus* = 3000 -8000 psi Unit Weight = 120 pcf Backfill: DISTRIBUTION OF WHEEL LOADS Selig ML 95 Unit Weight = 125 pcf Co ver.• Duncan SM90 Unit Weight = 120 pcf *In situ modulus varies with depth to model confined soil behavior. Soil modulus increases with increasing - depth of fill. '77007ra h ena P.08.20266 OeyXn Mb 45420 -0266 (800) 526-3M Dayton. OH (937)254 -2233 1ax(937)254.8365 Chadolte NC (704)5464420 Sacramento, C4 (916)767.6701 Albany, NY (516)371 -2671 CON /SPAN ® is a patented system and the fumishing of this drawing does not constitute an express or implied license. 0 DISTRIBUTION OF WHEEL LOADS .o C 2 N M a Per § .6.4.. the larger distribution length determined per S 3.24.3.2 and 5 6.4 shall be used for load distribution calculations, X Q with a maximum of the unit width when o w Q N co ver < 2'— 0" z W ooh m 4 Per 9 3.24:.3.2., wheel loads shall be distributed over a width equal to 4 f 0.06(Sp an) a 0 Per 9 6.4., wheel loads shall be distributed over a width equal to Q0 W 13/4 times the depth of fill. ° 0 0 wz� LC NOMENCLA TORE z a L= length o f la teral distribution s Des. By. KLD Job No. 13176 W = line load per unit length Oro AD Sheet No. P = axle or wheel loads J 1 /6 ChkPAC ! • rwe enwc�e erereE Rasearth 8M4. (D 1991 P.Oant 2MW LOADING: HS20- 44 Oay4n, GM, 454XOM `�° "�'� af%lCB9 Dayton, OH (937)254 -2233 fax /937) 254 -8365 charlotte NC (704) 546 -ea20 Sacramento, CA (916) 787 -8701 . - Albany, NY (518) 371.2871 CON /SPAN® is a patented system and the furnishing of this drawing does not constitute an express or implied CASE 2 I license. Controlling Case for Maximum Negative Moment and Shear HS20 -44, 4' -0" Cover o 141_0„ 147 -077 CA SE 1 (typ'� (typ'� .o Controlling Case for Maximum Positive Moment H520 -44, 2' -0" Cover i Q � ) I W N O � N I LZ O O I a O U � W Q 247 -077 o 0 wz� � a Liu :K BRIDGE ELEVATION ¢ ti Not z O the load cases shown above are the controlling cases for g maximum moments and shears determined by varying the Des. By. Job. No. load locations across the span and /or the cover. KLD 13176 Drown By. Sheet No. KLD 2/6 ChkPAC Date: 6/27/05 R o � ,c°i b 68LZ -6LZ -898 0 O h c m VINUO -417VO NO11N313 Z ^ )13139089 17l7b'/1 Z1 ,jaonpoid 10 3N2OH1M bH ®R a /IS NOS83333P m� al0 o o 03 o x v�, c c H ti e N V1V0NJ/S30 m cY �a auois�na�y laa4S ViNao -4ndo VINmo v7 'y Q a. O v II ) E O CQ II x o O � Q .Q v C O N �N _ W °.° O C�- (� cij II II d' II v II Z II II II II p Q Q Q a_ Q- Q Q � O o co ct I Q3 c ° W o °' ° o C ° N y C ° i O i t � + u aan Oj Q' N �° • CHECK CRA CK CON TROL f5 = 98 ksi < 0.6(fy) AASHTO (16.8.5.7) KA Notations c — reinforcement clear distance (in.) dc = thickness of concrete cover measured from extreme tension fiber to cen ter of closest bar or wire. (in.) dcentroid = centroid distance for rein. (in.) w = width of concrete tension area block (in.) N = number of bars or ' wires (for several bars or wires, N shall be computed as the total area of rein. divided by the area of the largest bar or. wire used.) A = effective tension .area of concrete surrounding the flexural tension rein. and having the same centroid as that reinforcement divided by N. ( square in.) A = . (2dcentroid)(w) N Midsp an dcentroid = 1.70 in. d, = 1.70 in. N. = 1 A = 6.78 sq. in. f5 = 98 (1.70)(6.78) Positive. Moment Reinforcement < .6(65) f5 = 43.43 ksi < 39 ksi (39 ksi Con trols) Haunch dcentroid = 2.20 in. dc = 2.20 'in. N .1 A = 8.78 sq. in. f5 = 98 (2.20)(8. 78) f5 = 36.55 ksi Negative Moment Reinforcement < .6(65) < 39 ksi From Non — Factored Analysis (Service Loads - 010911 P.08=2026e D.Yft% Ohb 454204269 (900) 5M-M Dayfon,.OH (937) 254 -2233 lax (937) 254-365 Chadolte NC (704)548 -410 Sacramento, CA (916) 787 -701 Albany, NY (5 18) 371 -1871 CON /SPANO is a patented system and the furnishing of this drawing does not constitute an express or implied license. KLD 1 13176 fs,midspon = 26.7 ksi 0. K Drown By. Sheet No. KLD Chk "d By. 4%6 fs,hounch = 34.5 ksi 0. K. PAc 0 m U Q a o Q .o U 2 ^ N M Q KLD 1 13176 fs,midspon = 26.7 ksi 0. K Drown By. Sheet No. KLD Chk "d By. 4%6 fs,hounch = 34.5 ksi 0. K. PAc m U Q a o Q 0 U °O >z� Q z s KLD 1 13176 fs,midspon = 26.7 ksi 0. K Drown By. Sheet No. KLD Chk "d By. 4%6 fs,hounch = 34.5 ksi 0. K. PAc • � 0=qy f BRIDGE srPAN to6aesea?M p t99t P.O Bax 26206 Daytn Oft 45420-0266 ' (660) 526J999 CHECK FACTORED LOADS °. ;; Dayton, ON (07)254-22W W (937)754.6365 c1m ttfe NC (704) 546$420 Strength Reduction Factors (AASHTO Section 16.8.5.6). Al6any, a CA (916) 767 -6701 ay, NY (51e)374 -7871 CON /SPAN® is a �" patented system and the CX _ .95 for Combined Flexure Thrust fumishing of this dfa wing does not constitute an 0 _ .90 for Shear express or implied license. MA XIMUM POSI TI VE MOMEN T S TEEL o STRESS UNDER FACTORED LOADS ti fs( +) = 46.3 ksi Z " fs( +) : OFy =. 0.95(65) 61.75 ksi. 0.K Z O�N MAXIMUM MEGA TI VE MOMEN T S TEEL m U ' STRESS UNDER FACTORED LOADS fs( —) = 50.1 ksi a fs( —) < OFy' .= 0.95(65) = 61.75 ksi- 0. K. LU MAXIMUM SHEAR STRESS UNDER op 0 0 FACTORED LOADS V- �tt-u. v= 75.9 psi v < 0v� = 0.90(2) f'� = 0.90(2 4000 = 113.8 psi Des. By. Job No. 0. K KLD 13176 Drawn By Sheet No. KLD 5/6 Chk'd PAC C �o i 2.5' —R" 10" 1 1/2" clr. NO 24' -0" . Span (tYR) Weight of Required Reinforcement = 192 lbs /ft Sheet no. Circumferential Area Req d (In 2/ft) Longitudinal Area Req d (in 2 /ft) Mesh Size Length (ft) Circumferential Area Supl'd (in 2 1ft) Longitudinal Area Supl d (in 21ft) 2 Overlap Length shall be measured 1 Al = 0.72 0.13 3 Dimensions shown ore for form 17' -0 " system 'A° Sarsamento,CA (916)787 -8701' 4. Minimum yield strength for 2 A2 = 0.24 0.13 65, 000 psi. 12' -4" 5 Reinforcing shall be limited to a fumishing of this drawing does not constitute an maximum of three layers of 3 A3 = 0.72 0.13 per area (Al, A2, A3 or A4). 17' -0" 4 A4 = 0.24 0.13 10' -6" 5 314" chamfer. 6 a, o reinforcement must be a 7 maximum of 8" o.c. For multiple o Design Loading: HS20 -44 Cover = 2' -0" min. 4' -0" max. NO TES: 1.. Minimum 28 —Day Concrete ROM 13~ T 1 Compressive Strength shall be 11 W29M 4000 psi. Ohb 2 Overlap Length shall be measured ON-$ from last crosswire. Dayton, oN (937)2s4•u33 3 Dimensions shown ore for form lax (937) 254-8365 CAerbtto NC (704) 548-8420 system 'A° Sarsamento,CA (916)787 -8701' 4. Minimum yield strength for Albany, NY (518) 371 -2871 welded wire fabric shall be CONLSPAN® isa 65, 000 psi. patented system and the 5 Reinforcing shall be limited to a fumishing 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). 6. All edges of Precast to have a 314" chamfer. 7. Spacing of longitudinal a, o reinforcement must be a maximum of 8" o.c. For multiple o layers of mesh, only the outer most loyer (Ala or A3o) must be a maximum of 8" W W U Q U p , cv C 2p �Qh 2 "c /r. tivi mUQ6 �i NO O a �.4 o a` Q i 0 � U j Z Z Q (000 W Z W LU Or z 3 0 s KLD 13176 Drown By. 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BRIOGE SYSTEMS C:lcende113176H PRT - • • , 0612612005 - 06:34 • CON /SPAN ARCH CULVERT (24'S 10'R, 2'C, HS20 -44). CON 8PAN. BRIDGE SYSTEMS C:lcande\13176i4.PRT . .. • . 06/28/2005 - 08:52 • _ ._... CON /SPAN ARCH CULVERT (24'S 10'R, 4'C, HS20 -44) c-.-.. p *,,.® SRIDGE SYSTEMS 06I28I2005. 08:52 • CON /SPAN ARCH CULVERT (24'S 10'R; 4'C, HS20 -44) coN SPAN® BRIOGE SYSTEMS 08/28/2005 - 08:52 CON /SPAN ARCH CULVERT (24'S 10'R, 4'C, HS20 -44) coN 8PSw® BRIDGE SYSTEMS APPENDIX A CON /SPAN Project #13176 JEFFERSON ST / HAWTHORNE CT RETENTION VAULT CAN ®E ANALYSIS RESULTS �j • TABLE OF CONTENTS •PART A: CONTROLLING CASE FOR MAXIMUM POSITIVE MOMENT .......................... ..............................3 AlINPUT DATUM ......................................................................................................... ............................... 3 A1.1 BRIDGE PROPERTIES .................................................................................... ..............................4 A1.2 Steel Areas and Beam Thickness .................................................................... ............................... 4 A1.3 ELEMENT DEFINITION. .5 A1.4 NODAL COORDINATES .................................................................................. .............................19 A1.5 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING ....................... .............................27 A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX .............................................. ............................... 29 A1.7 MATERIAL CHARACTERIZATION FOR SOILS ........................................... ............................... 30 A2 LOAD INCREMENT 1: Dead Load of Structure ..................................................... ............................... 31 A2.1 STRUCTURAL RESPONSE OF BRIDGE ..... :.............................................................................. 31 A2.2 STRESSES IN BRIDGE WALL....... ................................................................ ............................... 32 A3 LOAD INCREMENT 2: Backfill to 1/3- Leg ................................:................:............ ............................... 33 A3.1 STRUCTURAL RESPONSE OF BRIDGE ....................................................... .............................33 A3.2 STRESSES IN BRIDGE WALL ...................................................................... ............................... 34 A4 LOAD INCREMENT 3: Backfill to 2/3- Leg .............................................................. ............................... 35 A4.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 35 A4.2 STRESSES IN BRIDGE W ALL ...................................................................... .....................:......... 36 A5 LOAD INCREMENT 4: Backfill to Haunch .................................................:........... ............................... 37 A5.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ..................:............ 37 A5.2 STRESSES IN BRIDGE WALL ...................................................................... ............................... 38 A6 LOAD INCREMENT 5: Backfill to V -0" Cover ........................................................ ............................... 39 A6.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 39 A6.2 STRESSES IN BRIDGE WALL ........................................................................ .............................40 A7 LOAD INCREMENT 6: Backfill to 2' -0" Cover .......................................................... .............................41 A7.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ............................... 41 A7.2 STRESSES IN BRIDGE WALL ........................................................................ .............................42 A8 LOAD INCREMENT 7: Applied Live Load .............................................................. ............................... 43 A8.1 STRUCTURAL RESPONSE OF BRIDGE ...............................................:....... .............................43 A8.2 STRESSES IN BRIDGE WALL ..................................:..................................... .............................44 'PART B: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT AND SHEAR .............................. 45 B1INPUT DATUM .......................................................................................................... .............................45 B1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING ....................... .............................46 B2 RESULTS FOR LOAD INCREMENT 1 TO 6............. ........................................:...... .............................48 B3 LOAD INCREMENT 7: Backfill to 4' -0" Cover .................................................:........ .............................49 B3.1 STRUCTURAL RESPONSE OF BRIDGE.* .................. 1— ............................................................. 49 B3.2 STRESSES IN BRIDGE WALL ........................................................................ .............................50 B4 LOAD INCREMENT 8: Applied Live Load .............................................................. ... ............................. 51 B4.1 STRUCTURAL RESPONSE OF BRIDGE ..................................................... ....... ......................... 51 B4.2 STRESSES IN BRIDGE WALL ........................................................................ .................:...........52 • Project: 13176 - APPENDIX A 2 of 52 6128105 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 13176il.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 IIIIII. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III (C)ULVERT (AN)ALYSIS FOR CON /(SPAN) BRIDGE SYSTEMS II I FINAL RELEASE MAY 2001 modified by LOCKWOOD, JONES 6 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: 13176 - APPENDIX A 3 of 52 6128105 • 0 • 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: 13176 - APPENDIX A 4of52 6/28/05 ASI. ASO TBI TBO PTV 1 0..24 0.72 1.7 2.2 10.0 2 0.24 0.72 1.7 2.2 10.0 3 0.24. 0.72 1.7 2.2 10.0 4 0.24 0.72 1.7 2.2 10.0 5 0.24 0.72 1.7 2.2 10.0 6 0.24 0.72 1.7 2.2 11.01 7 0.24 0.72 1.7 .2.2 14.16 8 0.24 0.72 1.7 2.2 20.59 9 0.24 0.72 1.7 2.2 12.27 10 0.24 0.72 1.7 2.2 10.4 11 0.24 0.72 1.7 2.2 10.0 12 0.72 0.72. 1.7 2.2 .10.0 13 0.72 0.72 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 0.72 1.7 2.2 10.0 22 0.72 0.72 1.7 2.2 10.0 23 0.24 0.72 1.7 2.2 10.0 24 0.24 0.72 1.7 2.2 10.4 25 0.24 0.72 1.7 2.2 12.27 26 0.24 0.72 1.7 2.2 20.59' 27 0.24 0.72 1.7 2.2 14.16 28 0.24 0.72 1.7 2.2 11:01 29 0.24 0.72 1.7 2.2 10.0 30 0.24 0.72 1.7 2.2 10.0 31 0.24 0.72 1.7 2.2 10.0 32 0.24 0.72 1.7 2.2 10.0 33 0.24 0.72 1.7 2.2 10.0 4of52 6/28/05 Part A: INPUT DATUM - ELEMENT DEFINITION 0 • 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 * * BEGIN PREP OF FINITE ELEMENT INPUT THE DATA TO BE RUN IS EN'T'ITLED J K CON /SPAN ARCH CULVERT M Incr NUMBER OF CONSTRUCTION INCREMENTS - - - - -- 11 1 PRINT CONTROL FOR PREP OUTPUT---- - - - - -- 4 0 INPUT DATA CHECK----------------- - - - - -- 0 1 PLOT TAPE GENERATION------------- - - - - -- 1 2 ENTIRE FINITE ELEMENT RESULTS OUTPUT - -- 1 0 THE NUMBER OF NODES IS----------- - - - - -- 1983 1 THE NUMBER OF ELEMENTS IS-------- - - - - -- 1905 3 THE NUMBER OF BOUNDARY CONDITIONS IS - -- 127 0 M, S, T AT ELEM. END CONTROL IS-- - - - - -- 0 0 • 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 Project: 13176 - APPENDIX A 5 of 52 6128105 I J K L M Incr T 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 IQ 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 1 32 33 2 6 1 QUAD 66 34 2 33 34 3 6 1 QUAD 66 35 3 34 35 4 6 1 QUAD 66 36 4 35 36 5 6 1 QUAD 66 37 5 36 37' 6 6 1 QUAD 66 38 6 37 38 7 6 1 QUAD 66 39 7 38 39 8 6 1 QUAD 66 40 8 39 40 9 .6 1 QUAD 66 41 9 40 41 10 6 1 QUAD 66 42 10 41 42 11 5 1 QUAD 66 43 11 42 43 12 5 1 QUAD 66 44 12 43 44 13 5 1 QUAD 66 45 13 44 45 14 5 1 QUAD 66 46 14 45 46 15 5 1 QUAD 66 47 15 46 47 16 5 1 QUAD .66 Project: 13176 - APPENDIX A 5 of 52 6128105 I J K L M Incr T BW 48 16 47 48 17 5 1 QUAD 66 49 17 48 49 18 5 1 QUAD 66 50 18 49 50 19 1 1 QUAD 66 51 19 50 51 20 1 1 QUAD 66 52 20 51 52 21 1 '1 QUAD 66 53 21 52 53 22 1 1 QUAD 66 54 22 53 54 23 1 1 QUAD 66 55 23 54 55 24 1 1 QUAD 66 56 24 55 56 25 1 1 QUAD 66 51 25 56 57 26 1 1 QUAD 66 58 26 '57 58 27 1 1 QUAD 66 59 27 58 59 28 1 1 QUAD 66 60 28 59 60 29 1 1 QUAD 66 61 29 60 61 30 4 6 QUAD 66 62 30 61 62 31 4 8 QUAD 66 63 32 63 64 33 6 1 QUAD 66 64 33 64 65 34 6 1 QUAD 66 65 34 65 66 35 6 1 QUAD 66 66 35 66 67 36 6 1 QUAD 66 67 36 67 68 37 6 1 QUAD 66 68 31 68 69 38 6 1 QUAD 66 69 38 69 70 39 6 1 QUAD 66 70 39 70 71 40 6 1 QUAD 66 71 40 71 72 41 6 1 QUAD 66 72 41 72 73 42 5 1 QUAD 66 73 42 73 74 43 5 1 QUAD 66 74 43 74 75 44 5 1 QUAD 66 75 44 75 76 45 5 1 QUAD 66 76 45 76 77 46 5 i QUAD 66 77 46 77 78 47 5 1 QUAD 66 78 47 78 79 48 5 1 QUAD 66 79 48 79 80 49 5 1 QUAD 66 80 49 80 81 50 1 1 QUAD 66 81 50 81 82 51 1 1 QUAD 66 82 51 82 83 52 1 1 QUAD 66 83 52 83 84 53 1 1 QUAD 66 84 53 84 85 54 1 1 QUAD 66 85 54 85 86 55 1 1 QUAD 66 86 55 86 87 56 1 1 QUAD 66 87 56 87 88 57 1 1 QUAD 66 88 57 88 • 89 58 1 1 QUAD 66 89 58 89 90 59 1 1 QUAD 66 90 59 90 91 60 1 1 QUAD 66 . 91 60 91 92 61 4 6 QUAD 66 92 61 92 93 62 4 8 QUAD 66 93 63 94 95 64 6 1 QUAD 66 94 64 95 96 65 6 1 IQUAD 66 Project: 13176 - APPENDIX A 5 of 52 6128105 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 6 of 52 6128105 I J K L M Incr T I BW 95 65 96 97 66 6 1 QUAD 66 96 66 97 98 67 6 1 QUAD 66 97 67 98 99 68 6 1 QUAD 66 98 68 99 100 69 6 1 QUAD 66 99 69 100 101 70 6 1 QUAD 66 100 70 101 102 71 6 1 QUAD 66 101 71 102 103 72 6 1 QUAD 66 102 72 103 104 73 5 1 QUAD 66 103 73 104 105 74 5 1 QUAD 66 104 74 105 106 75 5 1 QUAD 66 105 75 106 107 76 5 1 QUAD 66 106 7.6 107 108 77 5 1 QUAD 66 107 77 108 109 78 5 1 QUAD 66 108 78 109 110 79 5 1 QUAD 66 109 79 110 111 80 5 1 QUAD 66 110 80 111 112 81 1 1 QUAD 66 111 81 112 113 82 1 1 QUAD 66 112 82 113 114 83 1 1 QUAD 66 113 83 114 115 84 1 1 QUAD 66 114 84 115 116 85 1 1 QUAD 66 115 85 116 117 86 1 1 QUAD 66 116 86 117 118 87 1 1 QUAD 66 117 87 118 119 88 1 1 QUAD' 66 118 88 119 120 89 1 1 QUAD 66 119 89 120 121 90 1 1 QUAD 66 120 90 121 122 91 1 1 QUAD 66 121 91 122 123 92 4 6 QUAD 66 122 92 123 124 93 4 8 QUAD 66 123 94 125 126 95 6 1 QUAD 66 124 95 126 127 96 6 1 QUAD 66 125 96 127 128. 97 6 1 QUAD 66 126 97 128 129 98 6 1 QUAD 66 127 98 129 130 99 6 1 QUAD 66 128 99 130 131 100 6 1 QUAD 66 129 100 131 132 101 6 1 QUAD 66 130 101 132 133 102 6 1 QUAD 66 131 102 133 134 103 6 1 QUAD 66 132 103 134 135 104 5 1 QUAD 66 133 104 135 136 105 5 1 QUAD 66 134 105 136 137 106 5 1 QUAD 66. 135 106 137 138 107 5 1 QUAD 66 136 107 138 139 108 5 1 QUAD 66 137 108 139 140 109 5 1 QUAD 66 138 109 140 141 110 5 1 QUAD 66 139 110 141 142 111 5 1 QUAD 66 140 111 142 143 112 1 1 QUAD 66 141 112 143 144 113 1 1 QUAD 66 . 142 113 144 145 114 1 1 QUAD 66 143 114 145 146 115 1 1 QUAD 66 144 115 146 147 116 1 1 QUAD 66 145 116 147 148 117 1 1 QUAD 66 146 117 148 149 118 1 1 QUAD 66 147 118 149 150 119 1 1 QUAD 66 148 119 150 151 '120 1 1 QUAD 66 149 120. 151 152 121 1 1 QUAD 66 150 121 152 153 122 1 1 QUAD 66 151 122 153 154 123 4 6 QUAD 66 152 123 154 155 124 4 8 QUAD 66 153 125 156 157 126 6 1 QUAD 66 154 126 157 158 127 6 1 QUAD 66 155 127 158 159 128 6 1 QUAD 66 156 128 159 160 129 6 1 QUAD 66 157 129 160 161 130 6 1 QUAD 66 158 130 161 162 131 6 1 QUAD 66 159 131 162 163 132 6 1 QUAD 66 160 132 163 164 133 6 1 QUAD 66 161 133 164 165 134 6 1 QUAD 66 162 134 165 166 135 5 1 QUAD 66 163 135 166 167 136 5 1 QUAD 66 164 136 167 168 137 5 1 .QUAD 66 Project: 13176 - APPENDIX A 6 of 52 6128105 I J K I L M Incr T BW 165 137 168 169 138 5 1 QUAD 66 166 138 169 170 139 5 1 QUAD 66 167 139 170 171 140 5 1 QUAD 66 168 140 171 172 141 5 1 QUAD 66 169 141 172 173 142 5 1 QUAD 66 170 142 173 174 143 1 1 QUAD 66 171 143 174 175 144 1 1 QUAD 66 172 144 175 176 145 1 1 QUAD 66 173 145 176 177 146 1 1 QUAD 66 174 146 177 178 147 1 1 QUAD 66 175 147 178 179. 148 1 1 QUAD 66 176 148 179 180 149 1 1 QUAD 66 177 149 180 181 150 1 1 QUAD 66 178 150 181 182 151 1 1 QUAD 66 179 151 182 183 152 1 1 QUAD 66 180 152 183 184 153 1 1 QUAD 66 181 153 184 185 154 4 6 QUAD 66 182 154 185 186 155 4 8 QUAD 66 183 156 187 188 157 6 1 QUAD 66 184 .157 188 189 158 6 1 QUAD 66 185 158 189 190 159' 6 1 QUAD 66 T86 159 190 191 160 6 1 QUAD 66 187 160 191 192 161 6 1 QUAD 66 188 161 192 193 162 6 1 QUAD 66 189 162 193 194 163 6 1 QUAD 66 190 163 194 195 164 6 1 QUAD 66 191 164 195 196 165 6 1 QUAD 66 192 165 196 197 166 5 1 QUAD 66 193 166 197 198 167 5 1 QUAD 66 194 167 198 199 168 5 1 QUAD 66 195 168 199 200 169 5 1 QUAD 66 196 169 200 201 170 5 1 QUAD 66 197 170 201 202 171 .5 1 QUAD 66 198 171 202 203 172 5 1 QUAD 66 199 172 203 204 173 5 1 QUAD 66 200 173 204 205 174 1 1 QUAD 66 201 174 205 206 175 1 1 QUAD 66 202 175 206 207 176 1 1 QUAD 66 203 176 207 208 177 1 1 QUAD 66 204 177 208 209 178 1 1 QUAD 66 205 178 209 210 179 1 1 QUAD 66 206 179 210 211 180 1 1 QUAD 66 .207 180 211 212 181 1 1 QUAD 66 208 181 .212 213 182 1 1 QUAD 66 209 182 213 214 183 1 1 QUAD 66 210 183 214 215 184 1 1 QUAD 66' 211 184 215 216 185 4 6 QUAD 66 212 185 216 217 186 4 8 QUAD 66 213 187 218 219 188 6 1 QUAD 66 214 188 219 220 189 6 1 QUAD 66 215 189 220 221 190 6 1 QUAD 66 216 190 221 222 191 6 1 QUAD 66 217 191 222 223 192 6 1 QUAD 66 218 192 223 224 193 6 1 QUAD 66 219 193 224 225 194 6 1 QUAD 66 ' 220 194 225 226 195 6 1 QUAD 66 221 195 226 227 196 6 1 QUAD 66 222 196 227 228 197 5 1 QUAD 66 223 197 228 229 198 5 1 QUAD 66 224 198 229 230 199 5 1 QUAD 66 225 199 230 231 200 5 1 QUAD 66 226 200 231 232 201 5 1 QUAD 66 227 201 232 233 202 5 1 QUAD 66 228 202 233 234 203 5 1 QUAD 66 229 203 234 235 204 5 1 QUAD 66 230 204 235 236 205 1 1 QUAD 66 231 205 236 237 206 1 1 QUAD 66 232 206 237 238 207. 1 1 QUAD 66 233 207. 238 239 208 1 1 QUAD 66 234 208 239 240 209 1 1 QUAD 66 Project: 13176 - APPENDIX A 6 of 52 6128105 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 7 of 52 6128105 I I J K L M Incr T BW 235 209 240 241 210 1 1 QUAD 66 236 210 241 242 211 1 1 QUAD 66 237 211 242 243 212 1 1 QUAD 66 238 212 243 244 213 1 1 QUAD 66 239 213 244 245 214 1 1 QUAD 66 240 214 245 246 215 1 1 QUAD 66 241 215 246 247 216 4 6 QUAD 66 242 216 247 248 217 4 8 QUAD 66 243 218 249 250 219 6 1 QUAD 66 244 219 250 251 220 6 1 QUAD 66 245 220 251 252 221 6 1 QUAD 66 246 221 252 253 222 6 1 QUAD 66 247 222 253 254 223 6 1 QUAD 66 248 223 254 255 224 6 1 QUAD 66 249 224 255 256 225 6 1 QUAD 66 250 225 256 257 226 6 1 QUAD 66 251 226 257 258 227 6 1 QUAD 66 252 227 258 259 228 5 1 QUAD 66 253 228 259 260 229 5 1 QUAD 66 254 229 260 261 230 5 1 QUAD 66 255 230 261 262 231 5 1 QUAD 66 256 231 262 263 232 5 1 QUAD 66 257 232 263 264 233 5 1 QUAD 66 258 233 264 265 234 5 1 QUAD 66 259 234 265 266 235 5 1 QUAD 66 260 235 266 267 236 1 1 QUAD 66 261 236 267 268 237 1 1 QUAD 66 262 237 268 269 238 1 1 QUAD 66 263 238 269 270 239 1 1 QUAD 66 264 239 270 271 240 1 1 QUAD 66 265 240 271 272 241 1 1 QUAD 66 266 241 272 273 242 1 1 QUAD 66 267 242 273 274 243 1 1 QUAD 66 268 243 274 275 244 1 1 QUAD 66 269 244 275 276 245 1 1 QUAD 66 270 245 276 277 246 1 1 QUAD 66 271 246 277 278 247 4 6 QUAD 66 272 247 278 279 248 4 8 QUAD 66 273 249 280 281 250 6 1 QUAD 66 274 250 281 282 251 6 1 QUAD 66 275 251 282 283 252 6 1 QUAD 66 276 252 283 284 253 6 1 QUAD 66 277 253 284 285 254 6 1 QUAD 66 278 254 285 286 255 6 1 QUAD 66 279 255 286 287 256 6 1 QUAD 66 280- 256 287 288 257 6 1 QUAD 66 281 257 288 289 258 6 1 QUAD 66 282 258 289 290 259 5 1 QUAD 66 283 259 290 291 260 5 1 QUAD 66 284 260 291 292 261 5 1 QUAD 66 285 261 292 293 262 5 1 QUAD 66 286 262 293 294 263 5 1 QUAD 66 287 263 294 295 264 5 1 QUAD 66 288 264 295 296 265 5 1 QUAD 66 289 265 296 297 266 5 1 QUAD 66 290 266 297 298 267 1 1 QUAD 66 291 267 298 299 268 1 1 QUAD 66 292 268 299 300 269 1 1 QUAD 66 293 269 300 301 270 1 1 QUAD 66 294 270 301 302 271 1 1 QUAD 66 295 271 302 303 272 1 1 QUAD 66 296 272 303 304 273 1 1 QUAD 66 297 273 304 305 274 1 1 QUAD 66 298 274 305 306 275 1 1 QUAD 66 299 275 306 307 276 1 1 QUAD 66 300 276 307 308 277 1 1 QUAD 66 301_ 277 308 309 278 4 6 QUAD 66 302 218 309 310 279 4 8 QUAD 66 303 280 311 312 281 6 1 QUAD 66 304 281 312 313 282 6 1 QUAD 66 Project: 13176 - APPENDIX A 7 of 52 6128105 I J K L M Incr T BW 305 282 313 314 283 6 1 QUAD 66 306 283 314 315 284 6 1 QUAD 66 307 284 315 316 285 6 1 QUAD 66 308 285 316 317 286 6 1 QUAD 66 309 286 317 318 287 6 1 QUAD 66 310 287 318 319 288 6 1 QUAD 66 311 288 319 320 289 6 1 QUAD 66 312 289 320 321 290 5 1 QUAD 66 313 290 321 322 291 5 1 QUAD 66 314 291 322 323 292 5 1 QUAD 66 315 292 323 324 293 5 1 QUAD 66 316 293 324 325 294 5 1 QUAD 66 317 294 325 326 295 5 1 QUAD 66 318 295 326 327 296 5 1 QUAD 66 319 296 327 328 297 5 1 QUAD 66 320 297 328 329 298 1 1 QUAD 66 321 298 329 330 299 1 1 QUAD 66 322 299 330 331 300 1 1 QUAD 66 323 300 331 332 301 1 1 QUAD 66 324 301 332 333 302 1 1 QUAD 66 325 302 333 334 303 1 1 QUAD 66 326 303 334 335 304 1 1 QUAD 66 327 304 335 336 305 1 1 QUAD 66 328 305 .336 337 306 1 1 QUAD 66 329 306 337 338 307 1 1 QUAD 66 330 307 338 339 308 1 1 QUAD 66 331 308 339 340 309 4 6 QUAD 66 332 309 340 341 310 4 8 QUAD 66 333 311 342 343. 312 6 1 QUAD 66 334 312 343 344 313 6 1 QUAD 66 335 313 344 345 314 6 1 QUAD 66 336 314 345 346 315 6 1 QUAD 66 337 315 346 347 316 6 1 QUAD 66 338 316 347 348 317 6 1 QUAD 66 339 317 348 349 318 6 1 QUAD 66 340 318 349 350 319 6 1 QUAD 66 341 319 350 351 320 6 1 QUAD 66 342 320 351 352 321 5 1 QUAD 66 343 321 352 353 322 5 1 QUAD 66 344 322 353 354 323 5 1 QUAD 66 345 323 354 355 324 5 1 QUAD 66 346 324 355 356 325 5 1 QUAD 66 347 325 356 357 326 5 1 QUAD 66 348 326 357 358 327 5 1 QUAD 66 349 327 358 359 328 5 1 QUAD 66 350 328 359 360 329 1 1 QUAD 66 351 329 360 361 330 1 1 QUAD 66 352 330 361 362 331 1 1 QUAD 66 353 331 362 363 332 1 1 QUAD 66 354 332 363 364 333 1 1 QUAD 66 355 333 364 365 334 1 1 QUAD 66 356 334 365 366 335 1 1 QUAD 66 357 335 366 367 336 1 1 QUAD 66 358 336 367 368 337 1 1 QUAD 66 359 337 368 369 338 1 1 QUAD 66 360 338 369 370 339 1 1 QUAD 66 361 339 370 371 340 4 6 QUAD 66 362 340 371 372 341 4 8 QUAD 66 363 342 373 374 343 6 1 QUAD 66 364 343 374 375 344 6 1 QUAD 66 365 344 375 376 345 6 1 QUAD 66 366 345 376 377 346 6 1 QUAD 66 367 346 377 378 347 6 1 QUAD 66 368 347 378 379 348 6 1 QUAD 66 369 348 379 380 349 6 1 QUAD 66 370 349 380 381 350 6 1 QUAD 66 371 350 381 382 351 6 1 QUAD 66 372 351 382 383 352 5 1 QUAD 66 373 352 383 384 353 5 1 QUAD 66 374 353 384 385 354 5 1 QUAD 66 Project: 13176 - APPENDIX A 7 of 52 6128105 • • Part A: INPUT DATUM -ELEMENT DEFINITION Project: 13176 - APPENDIX A 8 of 52 6128105 I J K L M Incr T BW 445 354 385 386 355 5 1 QUAD 66 446 355 386 387 356 5 1 QUAD 66 r7. 356 387 388 357 5 1 QUAD 66 448 357 388 389 358 5 1 QUAD 66 449 358 389 390 359 5 1 QUAD 66 380 359 390 391 360 1 1 QUAD 66 381 360 391 392 361 1 1 QUAD 66 382 361 392 393 362 1 1 QUAD 66 383 362 393 394 363 1 1 QUAD 66 384 363 394 395 364 1 1 QUAD 66 385 364 395 396 365 1 1 QUAD 66 386 365 396 397 366 1 1 QUAD 66 387 366 397 398 367 1 1 QUAD 66 388 367 398 399 368 1 1 QUAD 66 389 368 399 400 369 1 1 QUAD 66 390 369 400 401 370 1 1 QUAD 66 391 370 401 402 371 4 6 QUAD 66 392 371 402 403 372 4 8 QUAD 66 393 373 404 405 374 6 1 QUAD 66 394 374 405 406 375 6 1 QUAD 66 395 375 406 407 376 6 1 QUAD 66 396 376 407 408 377 .6 1 QUAD 66 ' 397 377 408 409 378 6 1 QUAD 66 398 378 409 410 379 6 1 QUAD 66 399 379 410 411 380 6 1 QUAD 66 400 380 411 412 381 6 1 QUAD 66 401 381 412 413 382 6 1 QUAD 66 402 382 413 414 383 5 1 QUAD 66 403 383 414 415 384 5 1 QUAD 66. 404 384 415 416 385 5 1 QUAD 66 405 385 416 417 366 5 1 QUAD 66 406 386 417 418 387 5 1 QUAD 66 407 387 418 419 388 5 1 QUAD 66 408 388 419 420 389 5 1 QUAD 66 409 389 420 421 390 5 1 QUAD 66 410 390 421 422 391 1 1 QUAD 66 411 391 422 423 392 1 1 QUAD 66 412 392 423 424 393 1 1 QUAD 66 413 393 424 425 394 1 1 QUAD 66 414 394 425 426 395 1 1 QUAD 66 415 395 426 427 396 1 1 QUAD 66 416 396 427 428 397 1 1 QUAD 66 417 397 428 429 398 1 1 QUAD 66 418 398 429 430 399 1 1 QUAD 66 419 399 430 431 400 1 1 QUAD 66 420 400 431 432 401 1 1 QUAD 66 421 401 432 433 402 4 6 QUAD 66 422 402 433 434 403 4 8 QUAD 66 423 404 435 436 405 6 1 QUAD 66 424 405 436 437 406 6 1 QUAD 66 425 406 437 438 407 6 1 QUAD 66 426 407 438 439 408 6 .1 QUAD 66 427 408 439 440 409 6 1 QUAD 66 428 409 440 441 410 6 1 QUAD 66 429 410 441 442 411 6 1 QUAD 66 430 411 442 443 412 6 1 QUAD 66 431 412 443 444 413 6 1 QUAD 66 432 413 444 445 414 5 1 QUAD 66 433 414 445 446 415 5 1 QUAD 66 434 415 446 447 416 5 1 QUAD 66 435 416 447 448 '417 5 1 QUAD 66. 436 417 448 449 418 5 1 QUAD 66 437 418 449 450 419 5 1 QUAD 66 438 419 450 451 420 5 1 QUAD 66 439 420 451 452 421 5 1 QUAD 66 440 421 452 453 422 1 1 QUAD 66 441 422 453 454 423 1 1 QUAD 66 442 423 454 455 424 1 1 QUAD 66 443 424 455 456 425 1 1 QUAD 66 444 425 456 457 426 1 1 QUAD 66 Project: 13176 - APPENDIX A 8 of 52 6128105 I J K L M Incr T BW 445 426 457 458 427 1 1 QUAD 66 446 427 458 459 428 1 1 QUAD 66 447 428. 459 460 429 1 1 QUAD 66 448 429 460 461 430 1 1 QUAD 66 449 430 461 462 431 1 1 QUAD 66 450 431 462 463 432 4 5 QUAD 66 451 432 463 464 433 4 6 QUAD 66 452 433 464 465 434 4 8 QUAD 66 453 435 466 467 436 6 1 QUAD 66 454 436 467 468 437 6. 1 QUAD 66 455 437 468 469 438 6 1 QUAD 66 456 438 469 470 439 6 1 QUAD 66 457 439 470 471 440 6 1 QUAD 66 458 440 471 472 441 6 1 QUAD 66 459 441 472 473 442 6 1 QUAD 66 460 442 473 474 443 6 1 QUAD 66 461 443 474 475 444 6 1 QUAD 66 462 444 475 476 445 5 1 QUAD 66 463 445 476 477 446 5 1 QUAD 66 464 446 477 478 447 5 1 QUAD 66 465 447 478 479 448 5 1 QUAD 66 466 448 479 480 449 5 1 QUAD 66 467 449 480 481 450 5 1 QUAD 66 468 450 481 482 451 5 1 QUAD 66 469 451 482 483 452 5 1 QUAD 66 470 452 483 484 453 1 1 QUAD 66 471 453 484 485 454 1 1 QUAD 66 472 454 485 486 455 1 1 QUAD 66 473 455 486 487 456 1 1 QUAD 66 474 456 487 488 457 1 1 QUAD 66 475 457 488 489 458 1 1 QUAD 66 476 458 489 490 459 1 1 QUAD 66 477 459 490 491 460 1 1 QUAD 66 478 460 491 492 461 1 1 QUAD 66 479 461 492. 493 462 4 5 QUAD 66 480 462 493 494 463 4 5 QUAD 66 481 463 494 495 464 4 6 QUAD 66 482 464 495 496 465' 4 8 QUAD 66 483 466 497 498 467 6 1 QUAD 66 484 467 498 499 468 6 1 QUAD 66 485 468 499 500 469 6 1 QUAD 66 486 469 500 501 470 6 1 QUAD 66 487 470 501 502 471 6 1 QUAD 66 488 471 502 503 472 6 1 QUAD 66 489 472 503 504 473 6 1 QUAD 66 490 473 504 505 474 6 1 QUAD 66 491 474 505 506 475 6 1 QUAD 66 492 475 506 507 476 5 1 QUAD 66 493 476 507 508 477 5 1 QUAD 66 494 477 508 509 478 5 1 QUAD 66 495 478 509 510 479 5. 1 QUAD 66 496 479 510 511 480 5 1 QUAD 66 497 480 511 512 481 5 1 QUAD 66 498 481 512 513 482 5 1 QUAD 66 499 482 513 514 483 5 1 QUAD 66 500 483 514 515 484 1 1 QUAD 66 501 484 515 516 485 1 1 QUAD 66 502 485 516 517 486 1 1 QUAD 66 503 486 517 518 487 1 1 QUAD 66 504 467 518 519 488 1 1 QUAD 66 505 488 519 520 489 1 1 QUAD 66 506 489 520 521 490 1 1 QUAD 66 507 490 521 522 491 1 1 QUAD 66 508 491 522 523 492 4 5 QUAD 66 509 492 523 524 493 4 5 QUAD 66 510 493 524 525 494 4 5 QUAD 66 511 494 525 526 495 4 6 QUAD 66 512 .495 526 527 496 4 8 QUAD 66 513 497 528 529 498 6 1 QUAD 66 514 498 529 530 499 6 1 IQUAD 166 Project: 13176 - APPENDIX A 8 of 52 6128105 0.1 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 9 of 52 6128105 I J K L M Incr T BW 515 499 530 531 500 6 1 QUAD 66 516 500 531 532 501 6 1 QUAD 66 517 501 532 533 502 6 1 QUAD 66 518 502 533 534 503 6. 1 QUAD 66 519 503 534 535 504 6 1 QUAD 66 520 504 535 536 505 6 1 QUAD 66 521 505 536 537 506 6 1 QUAD 66 522 506 537 538 507 5 1 QUAD 66 523 507 538 539 508 5 1 QUAD 66 524 508 539 540 509 5 1 QUAD 66 525 509 540 541 510 5 1 QUAD 66 526 510 541 542 511 5 1 QUAD 66 527 511 542 543 512 5 1 QUAD 66 528 512 543 544 513 5 1 QUAD 66 529 513 544 545 514 5 1 QUAD 66 530 514 545 546 515 1 1 QUAD 66 531 515 546 547 516 1 1 QUAD 66 532 516 547 548 517 1 1 QUAD 66 533 517 548 549 518 1 1 QUAD 66 534 518 549 550 519 1 1 QUAD 66 535 519 550 551 520' 1 1 QUAD 66 536 520 551 552 521 1 1 QUAD 66 537 521 552 553 522 2 4 QUAD 66 538 522 553 554 523 4 5 QUAD 66 539 523 554 555 524 4 5 QUAD 66 540 524 555 556 525 4 5 QUAD 66 541 525 556 557. 526 4 6 QUAD 66 542 526 557 558 527 4 8 QUAD 66 543 528 559 560 529 6 1 QUAD 66 544 529 560 561 530 6 1 QUAD 66 545 530 561 562 531 6 1 QUAD 66 546 531 562 563 532 6 1 QUAD 66 547 532 563 564 533 6 1 QUAD 66 548 533 564 565 534 6 1 QUAD 66 549 534 565 566 535 6 1 QUAD 66 550 535 566 567 536 6 1 QUAD 66 551 536 567 568 537 6 1 QUAD 66 552 537 568 569 538 5 1 QUAD 66 553 538 569 570 539 5 1 QUAD 66 554 539 570 571 540 5 1 QUAD 66 555 540 571 572 541 5 1 QUAD 66 556 541 572 573 542 5 1 QUAD 66 557 542 573 574 543 5 1 QUAD 66 558 543 574 575 544 5 1 QUAD 66 559 544 575 576 545 5 1 QUAD 66 560 545 576 577 546 1 1 QUAD 66 561 546 577 578 547 1 1 QUAD 66 562 547 578 579 548 1 1 QUAD 66 563 548 579 580 549 1 1 QUAD 66 564 549 580 581 550 1 1 QUAD 66 565 550 581 582 551 '1 1 QUAD 66 566 551 582 583 552 2 4 QUAD 66 567 552 583 584 553 2 4. QUAD 66 568 553 584 585 55A 4 5 QUAD 66 5'69 554 585 586 555 4 5 QUAD 66 570 555 586 587 556 4 5 QUAD 66 571 556 587 588 557 4 6 QUAD 66 572 557 588 589 558 4 8 QUAD 66 573 559 590 591 560 6 1 QUAD 66 574 560 591 592 561 6 1 QUAD 66 575 561 592 593 562 6 1 QUAD 66 576 562 593 594 563 6 1 QUAD 66 577 563 594 595 564 6 1 QUAD 66 578 564 595 596 565 6 1 QUAD 66 579 565 596 597 566 6 1 QUAD 66 580 566 597 598 567 6 1 QUAD 66 581 567 598 599 568 6 1 QUAD 66 582 568 599 600 569 5 1 QUAD 66 583 569 600 601 570 5 1 QUAD 66 584 570 601 602 571 5 1 QUAD 66 Project: 13176 - APPENDIX A 9 of 52 6128105 I J K L M Incr T BW 585 571 602 603 572 5 1 . QUAD 66 586 572 603 604 573 5 1 QUAD 66 587 573 604 605 574 5 1 QUAD 66 588 574 605 606 575 5 1 QUAD 66 589 575 606 607 576 5 1 QUAD 66 590 576 607 608 577 1 1 QUAD 66 591 577 608 609 578 1 1 QUAD 66 592 578 609 610 579 1 1 QUAD 66 593 579 610 611 580 1 1 QUAD 66 594 580 611 612 581 1 1 QUAD 66 595 581 612 613 582 2 3 QUAD 66 596 582 613 614 583 2 4 QUAD 66 597 583 614 615 584 2 4 QUAD 66 598 584 615 616 585 4 5 QUAD 66 599 585 616 617 586 4 5 QUAD 66 600 586 617 618 587 4 5 QUAD 66 601 587 618 619 588 4 6 QUAD 66 602 588 619 620 589 4 8 QUAD 66 603 590 621 622 591 6 1 QUAD 66 604 591 622 623 592 6 1 QUAD 66 605 592 623 624 593 6 1 QUAD 66 606 593 624 625 594 6 1 QUAD 66 607 594 625 626 595 6 1 QUAD 66 608 595 626 627 596 .6 1 QUAD 66 609 596 627 628 597 6 1 QUAD 66 610 597 628 629 598 6 1 QUAD 66 611 598 629 630 599 6 1 QUAD 66 612 599 630 631 600 5 1 QUAD 66 613 600 631 632 601 5 1 QUAD 66 614 601 632 633 602 5 1 QUAD 66 615 602 633 634 603 5 1 QUAD 66 616 603 634 635 604 5 1 QUAD 66 617 604 635 636 605 5 1 QUAD 66 618 605 636 637 606 5 1 QUAD 66 619 606 637 638 607 5 1 QUAD 66 620 607 638 639 608 1 1 QUAD 66 621 608 639 640 609 1 1 QUAD 66 622 609 640 641 610 1 1 QUAD 66 623 610 641 642 611 1 1 QUAD 66 624 611 642 643 612 2 3 QUAD 66 625 612 643 644 613 2 3 QUAD 66 626 613 644 645 614 2 4 QUAD 66 627 614 645 646 615 2 4 QUAD 66 628 615 646 647 616 4 5 QUAD 66 629 616 647 648 617 4 5 QUAD 66 630 617 648 649 618 4 5 QUAD 66 631 618 649 650 6.19 4 6 QUAD 66 632 619 650 651 620 4 8 QUAD 66 633 621 652 653 622 6 1 QUAD 66 634 622 653 654 623 6 1 QUAD 66 635 623 654 655 624 6 1 QUAD 66 636 624 .655 656 625 6 1 QUAD 66 637 625 656 657 626 6 1 QUAD 66 638 626 657 658 627 6 1 QUAD 66 639 627 658 659 628 6 1 QUAD 66 640 628 659 660 629 6 1 QUAD 66 641 629 660 661 630 6 1 QUAD 66 642 630 661 662 631 . 5 1 QUAD 66 643 631 662 663 632 5 1 QUAD 66 644 632 663 664 633 5 1 QUAD 66 645 633 664 665 634 5 1 QUAD 66 646 634 665 666 635 5 1 QUAD 66 647 635 666 . 667 636 . 5 1 QUAD 66 648 636 667 668 637 5 1 QUAD 66 649 637 668 669 638 5 1 QUAD 66 650 638 669 670 639 1 1 QUAD 66 651 639 670 671 640 1 1 QUAD 66 652 640 671 672 641 1 1 QUAD 66 653 641 672 673 642 2 2 QUAD 66 654 642 673 674 643 2 3 QUAD 66 Project: 13176 - APPENDIX A 9 of 52 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 10 of 52 6126105 I J K L M Incr T BW 655 643 674 675 644 2 3 QUAD 66 656 644 675 676 645 2 4 QUAD 66 657 645 676 677 646 2 4 QUAD 66 658 646 677 678 647 4 5 QUAD 66 659 647 678 679 648 4 5 QUAD 66 660 648 679 680 649 4 5 QUAD 66 661 649 680 681 650 4 6 QUAD 66 662 650 681 682 651 4 8 QUAD 66 663 652 683 684 653 6 1 QUAD 66 664 653 684 685 654 6 1 QUAD 66 665 654 685 686 655 6 1 QUAD 66 666 655 686 687 656 6 1 QUAD 66 667 656 687 688 657 6 1 QUAD 66 668 657 688 689 658 6 1 QUAD 66 669 658 689 690 659 6 1 QUAD 66 670 659 690 691 660 6 1 QUAD 66 671 660 691 692 661 6 1 QUAD 66 672 661 692 693 662 5 1 QUAD 66 673 662 693 694 663 5 1 QUAD 66 674 663 694 695 664 5 1 QUAD 66 675 664 695 696 665 5 1 QUAD 66 676 665 696 697 .666 5 1 QUAD 66 677 666 697 698 667 5 1 QUAD 66 678 667 698 699 668 5 1 QUAD 66 679 668 699 700 669 5 1 QUAD 66 680 669 700 701 670 1 1 QUAD 66 681 670 701 702 671 1 1. QUAD 66 682 671 702 703 672 2 2 QUAD 66 683 672 703 704 673 2 2 QUAD 66 684 673 704 705 674 2 3 QUAD 66 685 674 705 706 675 2 3 QUAD 66 686 675 706 707 676 2 4 QUAD 66 687 676 707 708 677 2 4 QUAD 66 688 677 708 709 678 4 5 QUAD 66 689 678 709 710 679 4 5 QUAD 66 690 679 710 711 680 4 5 QUAD 66 691 680 711 712 681 4 6 QUAD. 66 692 681 712 713 682 4 8 QUAD 66 693 683 714 715 684 6 1 QUAD 66 694 684 715 716 685 6 1 QUAD 66 695 685 716 717 686 6 1 QUAD 66 696 686 717 718 687 6 1 QUAD 66 697 687 718 719 688 6 1 QUAD 66 698 688 719 720 689 6 1 QUAD 66 699 689 720 721 690 6 1 QUAD 66 700 690 721 722 691 6 1 QUAD 66 701 691 722 723 692 6 1 QUAD 66 702 692 723 724 693 5 1 QUAD 66 703 693 724 725 694 5 1 QUAD 66 704 694 725 726 695 5 1 QUAD 66 705 695 726 727 696 5 1 QUAD 66 706 696 727 728 697 5 1 QUAD 66 707 697 728 729 698 5 1 QUAD 66 708 698 729 730 699 5 1 QUAD 66 709 699 730 731 700 5 1 QUAD 66 710 700 731 732 701 3 1 QUAD 66 711 701 732 733 702 3 1 QUAD 66 712 702 733 734 703 2 2 QUAD 66 713 703 734 735 704 2 2 QUAD 66 714 704 735 736 705 2 3 QUAD 66 715 705 736 737 706 2 3 QUAD 66 716 706 737 738 707 2 4 QUAD 66 717 707 738 739 708 2 4 QUAD 66 718 708 739 740 709 4 5 QUAD 66 719 709 740 741 710 4 5 QUAD 66 720 710 741 742 711 4 5 QUAD 66 721 711 742 743 712 4 6 QUAD 66 722 712 743 744 713 4 8 QUAD 66 723 714 745 746 715 6 1 QUAD 66 724 715 .746 747 716 6 1 QUAD 66 Project: 13176 - APPENDIX A 10 of 52 6126105 I J K L M Incr T BW 725 716 747 748 717 6 1 QUAD 66 726 717 748 749 718 6 1 QUAD 66 727 718 749 750 719 6 1 QUAD 66 728 719 750 751 720 6 1 QUAD 66 729 720 751 752 721 - 6 1 QUAD 66 730 721 752 753 722 6 1 QUAD 66 731 722 753 754 723 6 1 QUAD 66 732 723 754 755 724 5 1 QUAD 66 733 724 755 756 725 5 1 QUAD 66 734 725 756 757 726 5 1 QUAD 66 735 726 757 758 727 5 1 QUAD 66 736 727 758 759 728 5 1 QUAD 66 737 728 759 760 729 5 1 QUAD 66 738 729 760 761 730 5 1 QUAD 66 739 730 761 762 731 5 1 QUAD 66 740 731 762 763 732 3 1 QUAD 66 741 732 763 .764 733 3 1 QUAD 66 742 733 764 765 734 2 2 QUAD 66 743 734 765 766 735 2 2 QUAD 66 744 735 766 167 736 2 3 QUAD 66 745 736 767 768 737 2 3 QUAD 66 746 737 768 769 0 2 4 TRI.. 66 747 737 769 738 0 2 4 TRI. 66 748 738 769 770 0 2 4 TRI. 66 749 738 770 771 0 2 4 TRI. 68 750 738 771 739 0 2 4 TRI. 68 751 771 798 739 0 4 5 TRI. 120 752 739 798 799 740 4 5 QUAD 122 753 740 799 800 741 4 5 QUAD 122 754 741 800 801 742 4 5 QUAD 122 755 742 801 802 743 4 6 QUAD 122 756 743 802 803 744 4 8 QUAD 122 757 745 772 773 746 6 1 QUAD 58 758 746 773 774 747 6 1 QUAD 58 759 747 774 775 748 6 1 QUAD 58 760 748 775 776 749 6 1 QUAD 58 761 749 776 777 750 6 1 QUAD 58 762 750 777 778 751 6 1 QUAD 58 763 751 778 779 752 6 1 QUAD 58 764 752 779 780 753 6 1 QUAD 58 765 753 780 781 754 6 1 QUAD 58 766 754 781 782 755 5 1 QUAD 58 767 755 782 783 756 5 1 QUAD 58 768 756 783 784 757 5 1 QUAD 58 769 757 784 785 758 5 1 QUAD 58 770 758 785 786 759 5 1 QUAD 58 771 759 786 787 760 5 1 QUAD 58 772 760 787 788 761 5 1 QUAD 58 773 761 788 789 762 5 1 QUAD 58 774 762 789 790 763 3 1 QUAD 58 775 763 790 791 764 3 1 QUAD 58 776 764 791 792 765 2 2 QUAD 58 777 765 792 793 766 2 2 QUAD 58 778 766 793 794 767 2 3 QUAD 58 779 767 794 795 768 2 3 QUAD 58 780 768 795 796 769 2 4 QUAD 58 781 769 796 797 770 2 4 QUAD 58 782 770 797 804 771 2 4 QUAD 70 783 771 804 798 0 4 5 TRI. 68 784 772 805 806 77.3 6 1 QUAD 70 785 773 806 807 774 6 1 QUAD 70 786 774 807 808 775 6 1 QUAD 70 787 775 808 809 776 6 1 QUAD 70 788 776 809 810 777 6 1 QUAD 70 789 777 810 811 778 6 1 QUAD 70 790 778 811 812 779 6 1 QUAD 70 791 779 812 813 780 6 1 QUAD 70 792 780 813 814 781 6 1 QUAD 70 793 781 814 815 782 5 1 QUAD 70 794 782 815 816 783 5 1 QUAD 70 Project: 13176 - APPENDIX A 10 of 52 6126105 •, • Part A: INPUT DATUM - ELEMENT DEFINITION 6/28105 Z J K L M Incr T BW 795 783 816 817 784 5 1 QUAD 70 796 784 817 818 785 5 1 QUAD 70 797 785 818 819 786 5 1 QUAD 70 798 786 819 820 787 5 1 QUAD 70 799 787 820 821 788 5 1 QUAD 70 800 788 821 822 789 5 1 QUAD 70 801 789 822 823 790 3 1 QUAD 70 802 790 823 824 791 3 1 QUAD 70 803 798 826 827 799 4 5 QUAD 60 804 804 825 826 798 4 5 QUAD 58 805 799 827 828 800 4 5 QUAD 60 806 800 828 829 801 4 5 QUAD 60 807 801 829 830 802 4 6 QUAD 60 808 802 830 831 803 4 8 QUAD 60 809 805 838 839 806 6 1 QUAD 70 810 806 839 840 807 6 1 QUAD 70 811 807 840 841 808 6 1 QUAD. 70 812 808 841 842 809 6 1 QUAD 70 813 809 842 843 810 6 1 QUAD 70 814 810 843 844 811 6 1 QUAD 70 815 811 844 845 812 6 1 QUAD 70 816 812 845 846 813 6 1 QUAD 70 817 813 846 847 814 6 1 QUAD 70 818 814 847 848 815 5 1 QUAD 70 819 815 848 849 816 5 1 QUAD 70 820 816 849 850 817 5 1 QUAD 70 821 817 850 851 818 5 1 QUAD 70 822 818 851 852 819 5 1 QUAD 70 823 819 852 853 820 5 1 QUAD 70 824 820 853 854 821 5 1 QUAD 70' 825 821 854 855 822 5 1 QUAD 70 826 822 855 856 823 1 1 QUAD 70 827 823 856 857 824 1 1 QUAD 70 828 825 832 833 826 4 5 QUAD 18 829 826 833 827 0 4 5 TRI. 16 830 827 833 834 828 4 5 QUAD 16 831 828 834 835 829 4 5 QUAD 16 832 829 835 836 830 4 6 QUAD 16 833 830 836 837 831 4 8 QUAD 16 834 832 858 859 833 4 5 QUAD 56 835 833 859 860 834 4 5 QUAD 56 836 834 860 861 835 4 5 QUAD 56 837 835 861 862 836 4 6 QUAD 56 836 836 862 ' 863 837 4 8 QUAD 56 839 838 864 865 839 6 1 QUAD 56 840 839 865 866 840 6 1 QUAD 56 841 840 866 867 841 6 1 QUAD 56 6/28105 Z J K L M Incr T BW 865 866 892 893 867 6 1 QUAD 56 866 867 893 894 868 6 1 QUAD 56 867 868 894 895 869 6 1 QUAD 56 868 869 895 896 870 6 1 QUAD 56 869 870 896 897 871 6 1 QUAD 56 870 871 897 898 872 6 1 QUAD 56 871 872 898 899 873 6 1 QUAD 56 872 873 899 900 874 5 1 QUAD 56 873 874 900 901 875 5 1 QUAD 56 874 875 901 902 876 5 1 QUAD 56 875 876 902 903 877 5 1 QUAD 56 876 877 903 904 878 5 1 QUAD 56 877 878 904 905 879 5 1 QUAD 56 878 879 905 906 880 5 1 QUAD 56 879 880 906 907 881 5 1 QUAD 56 880 881 907 908 882 1 1 QUAD 56 881 882 908 909 883 1 1 QUAD 56 882 884 910 911 885 4 5 QUAD. 56 883 885 911 886 0 4 5 TRI. 54 884 886 911 912 887 4 5 QUAD 54 885 887 912 913 888 4 6, QUAD 54 886 888 913 914 889 4 8 QUAD 54 887 890 915 916 891 6 1 QUAD 54 888 891 916 917 892 6 1 QUAD 54 889 892 917. 918 893 6 1 QUAD 54 890 893 918 919 894 6 1 QUAD 54 891 894 919 920 895 6 1 QUAD 54 892 895 920 921 896 6 1 QUAD 54 893 896 921 922 897 6 1 QUAD 54 894 897 922 923 898 6 1 QUAD 54 895 898 923 924 899 6 1 QUAD 54 896 899 924 925 900 5 1 QUAD 54. 897 900 925 926 901 5 1 QUAD 54 898 901 926 927 902 5 1 QUAD 54 899 902 927 928 903 5 1 QUAD 54 900 903 928 929 904 5 1 QUAD 54 901 ' 904 929 930 905 5 1 QUAD 54 902 905 930 931 906 5 1 QUAD 54 903 906 931 932 907 5 1 QUAD 54 904 907 932 933 908 1 1 QUAD 54 905 908 933 934 909 1 1 QUAD 54 906 910 935 936 911 4 5 QUAD 54 907 911 936 937 912 4 5 QUAD 54 908 912 937 938 913 4 6 QUAD 54 909 913 938 939 914 4 8 QUAD 54 910 915 945 946 916 6 1 QUAD 64 911 916 946 947 .917 6 1 QUAD 64 912 917 947 948 918 6 1 QUAD 64 913 918 948 949 919 6 1 QUAD 64 914 919 949 950. 920 6 1 QUAD 64 915 920 950 951 921 6 1 QUAD 64 916 921 951 952 922 6 1 QUAD 64 917 922 952 953 923 6 1 QUAD 64 918 923 953 954 924 6 1. QUAD 64 919 924 954 955 925 5 1 QUAD 64 920 925 955 956 926 5 1 QUAD 64 921 926 956 957 927 5 1 QUAD 64 922 927 957 958 928 5 1 QUAD 64 923 928 958 959 929 5 1 QUAD 64 924 929 959 960 930 5 1. QUAD 64 925 930 960 961 931 5 1 QUAD 64 926 931 961 962 932 5 1 QUAD 64 927 932 962 963 933 1 1 QUAD 64 928 933 963 964 934 1 1 QUAD 64 929 935 940 941 936 4 5 QUAD 14 930 936 941 942 937 4 5 QUAD 14 931 937 942 943 938 4 6 QUAD 14 932 938 943 944 939 4 8 QUAD 14 933 940 965 966 941 4 5 QUAD 54 934 941 966 967 942 4 5 QUAD 54 6/28105 • • L Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 12 of 52 6128105 I I J K L M Incr T BW 935 942 967 968 943 4 6 QUAD 54 936 943 968 969 944 4 8 QUAD 54 937 945 970 971 946 6 1 QUAD 54 938 946 971 972 947 6 1 QUAD 54 939 947 972 973 948 6 1 QUAD 54 940 948 973 974 949 6 1 QUAD 54 941 949 974 975 950 6 1 QUAD 54 942 950 975 976 951 6 1 QUAD 54 943 951 976 977 952 6 1 QUAD 54 944 952 977 978 953 6 1 QUAD 54 945 953 978 979 954 6 1 QUAD 54 946 954 979 980 955 5 1 QUAD 54 947 955 980 981 956 5 1 QUAD 54 948 956 981 982 957 5 1 QUAD 54 949 957 982 983 958 5 1 QUAD 54 950 958 983 984 959 5 1 QUAD 54 951 959 984 985 960 5 1 QUAD 54 952 960 985 986 961 5 1 QUAD 54 953 961 986 987 962 5 1 QUAD 54 954 962 987 988 963 1 1 QUAD 54 955 963 988 989 964 1 1 QUAD 54 956 965 990 991 966 4 5 QUAD 54 957 966 991 992 967 4 5 QUAD 54 958 967 992 993 968 4 6'" QUAD 54 959 968 993 994 969 4 8 QUAD 54 960 970 995 996 971 6 1 QUAD 54 961 971 996 997 972 6 1 QUAD 54 962 972 997 998 973 6 1 QUAD 54 963 973 998 999 974 6 1 QUAD 54 964 974 999 1000 975 6 1 QUAD 54 965 975 1000 1001 976 6 1 QUAD 54 966 976 1001 1002 977 6 1 QUAD 54 967 977 1002 1003 978 6 1 QUAD 54 968 978 1003 1004 979 6 1 QUAD 54 969 979 1004 1005 980 5 1 QUAD 54 970 980 1005 1006 981 5 1 QUAD 54 971 981 1006 1007 982 5 1 QUAD 54 972 982 1007 1008 983 5 1 QUAD 54 973 983 1008 1009 984 5 1 QUAD 54 974 984 1009 1010 985 5 1 QUAD 54 975 985 1010 1011 986 5 1 QUAD 54 976 986 1011 1012 987 5 1 QUAD 54 977 987 1012 1013 988 1 1 QUAD 54 978 988 1013 1014 989 1 1 QUAD 54 979 990 1015 1016 991 4 5 QUAD 54 980 991 1016 1017 992 4 5 QUAD 54 981 992 1017 1018 993 4 6 QUAD 54 982 993 1018 1019 994 4 8 QUAD 54 983 995 1020 1021 996 6 1 QUAD 54 984 996 1021 1022 997 6 1 QUAD 54 985 997 1022 1023 998 6 1 QUAD 54 986 998 1023 1024 999 6 1 QUAD 54 987 999 1024 1025 1000 6 1 QUAD 54 988 1000 1025 1026 1001 6 1 QUAD 54 989 1001 1026 1027 1002 6 1 QUAD 54 990 1002 1027 1028 1003 6 1 QUAD 54 991 1003 1028 1029 1004 6 1 QUAD 54 992 1004 1029 1030 1005 5 1 QUAD 54 993 1005 1030 1031 1006 5 1 QUAD 54 994 1006 1031 1032 1007 5 1 QUAD 54 995 1007 1032 1033 1008 5 1 QUAD 54 996 1008 1033 1034 1009 5 1 QUAD 54. 997 1009 1034 1035 1010 5 1 QUAD 54 998 1010 1035 1036 1011 5 1 QUAD 54 999 1011 1036 1037 1012 5 1 QUAD 54 1000 1012 1037 1038 1013 1 1 QUAD 54 1001 1013 1038 1039 1034 1 1 QUAD 54 1002 1015 1040 1041 1016 4 5 QUAD 54 1003 1016 1041 1042 1017 4 5 QUAD 54 1004 1017 1042 1043 1018 4 6 QUAD 54 Project: 13176 - APPENDIX A 12 of 52 6128105 I J K L M Incr T BW 1005 1018 1043 1044 1019 4 8 QUAD 54 1006 1020 1050 1051 1021 6 1 QUAD 64 1007 1021 1051 1052 1022 6 1 QUAD 64 1008 1022 1052 1053 1023 6 1 QUAD 64 1009 1023 1053 1054 1024 6 1 QUAD 64 1010 1024 1054 1055 1025 6 1 QUAD 64 1011 1025 1055 1056 1026 6 1 QUAD 64 1012 1026 1056 1057 1027 6 1 QUAD 64 1013 1027 1057 1058 1028 6 1 QUAD 64 1014 1028 1058 1059 1029 6 1 QUAD 64 1015 1029 1059 1060 1030 5 1 QUAD 64 1016 1030 1060 1061 1031 5 1 QUAD 64 1017 1031 1061 1062 1032 5 1 QUAD 64 1018 1032 1062 1063 1033 5 1 QUAD 64 1019 1033 1063 1064 1034 5 1 QUAD 64 1020 1034 1064 1065 1035 5 1 QUAD 64 1021 1035 1065 1066 1036 5 1 QUAD 64 1022 1036 1066 1067 1037 5 1 QUAD 64 1023 1037 1067 1068 1038 1 1 QUAD 64 1024 1038 1068 1069 1039 1 1 QUAD 64 1025 1040 1045 1046 1041 4 5 QUAD 14 1026 1041 1046 1047 1042 4 5 QUAD 14 1027 1042 1047 1048 1043 4 6 QUAD 14 1028 1043 1048 1049 1044 4 8 QUAD 14 1029 1045 1070 1071 1046 4 5 QUAD 54 1030 1046 1071 1072 1047 4 5 QUAD 54 1031 1047 1072 1073 1048 4 6 QUAD 54 1032 1048 1073 1074 1049 4 8 QUAD 54 1033 1050 1075 1076 1051 6 1 QUAD 54 1034 1051 1076 1077 1052 6 1 QUAD 54 1035 1052 1077 1078 1053 6 1 QUAD 54 1036 1053 1078 1079 1054 6 1 QUAD 54 1037 1054 1079 1080 1055 6 1 QUAD 54 1038 1055 1080 1081 1056 6 1 QUAD 54 1039 1056 1081 1082 1057 6 1 QUAD 54 1040 1057 1082 1083 1058 6 1 QUAD 54 1041 1058 1083 1084 1059 6 1 QUAD 54 1042 1059 1084 1085 1060 5 1 QUAD 54 1043 1060 1085 1086 1061 5 1 QUAD 54 1044 1061 1086 1087 1062 5 1 QUAD 54 1045 1062 1087 1088 1063 5 1 QUAD 54 1046 1063 1088 1089 1064 5 1 QUAD 54 1047 1064 1089 1090 1065 5 1 QUAD 54 1048 .1065 1090 1091 1066 5 1 QUAD 54 1049 1066 1091 1092 1067 5 1 QUAD 54 1050 1067 1092 1093 1068 1 1 QUAD 54 1051 1068 1093 1094 1069 1 1 QUAD 54 1052 1070 1095 1096 1071 4 5 QUAD 54 1053 1071 1096 1097 0 4 5 TRI. 54 1054 1071 1097 1098 1072 4 5 QUAD 56 1055 1072 1098 1099 1073 4 6 QUAD 56 1056 1073 1099 1100 1074 4 8 QUAD 56 1057 1075 1101 1102 1076 .6 1 QUAD 56 1058 1076 1102 1103 1077 6 1 QUAD 56 1059 1077 1103 1104 1078 6 1 QUAD 56 1060 1078 1104 1105 1079 6 1 QUAD 56 1061 1079 1105 1106 1080 6 1 QUAD 56 1062 1080 1106 1107 1081 6 1 QUAD 56 1063 1081 1107 1108 1082 6 1 QUAD 56 1064 1082 1108 1109 1083 6 1 QUAD 56 1065 1083 1109 1110 1084 6 1 QUAD 56 1066 1084 1110 1111 1085 5 1 QUAD 56 1067 1085 1111 1112 1086 5 1 QUAD 56 1068 1086 1112 1113 1087 5 1 QUAD 56 1069 1087 1113 1114 1088 5 1 QUAD 56 1070 1088 1114 1115 1089 5 1 QUAD 56 1071 1089 1115 1116 1090 5 1 QUAD 56 1072 1090 1116 1117 1091 5 1 QUAD 56 1073 1091 1117 1118 1092 5 1 QUAD 56 1074 1092 1118 1119 1093 1 1 QUAD 156 Project: 13176 - APPENDIX A 12 of 52 6128105 •; Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 13 of 52 6128105 I J K L M Incr T BW 1075 1093 1119 1120 1094 1 1 QUAD 56 1076 1095 1121 1122 1096 4 5 QUAD 56 1077 1096 1122 1123 1097 4 5 QUAD 56 1078 1097 1123 1124 1098 4 5 QUAD 56 1079 1098 1124 1125 1099 4 6 QUAD 56 1080 1099 1125 1126 1100 4 8 QUAD 56 1081 1101 1127 1128 1102 6 1 QUAD 56 1082 1102 1128 1129 1103 6 1 QUAD 56 1083 1103 1129 1130 1104 6 1 QUAD 56 1084 1104 1130 1131 1105 6 1 QUAD 56 1085 1105 1131 1132 1106 6 1 QUAD 56 1086 1106 1132 1133 1107 6 1 QUAD 56 1087 1107 1133 1134 1108 6 1 QUAD 56 1088 1108 1134 1135 1109 6 1 QUAD 56 1089 1109 1135 1136 1110 6 1 QUAD 56 1090 1110 1136 1137 1111 5 1 QUAD 56 1091 1111 1137 1138 1112 5 1 QUAD 56 1092 1112 1138 1139 1113 5 1 QUAD 56 1093 1113 1139 1140 1114 5 1 QUAD 56 1094 1114 1140 1141 1115 5 1 QUAD 56 1095 1115 1141 1142 1116 5 1 QUAD 56 1096 1116 1142 1143 1117 5 1 QUAD 56 1097 1117 1143 1144 1118 5 1 QUAD 56 1098 1118 1144 1145 1119 1 1 QUAD 56 1099 1119 1145 1146 1120 1 1 QUAD' 56 1100 1121 1147 1148 1122 4 5 QUAD 56 1101 1122 1148 1149 1123 4 5 QUAD 56 1102 1123 1149 1150 1124 4 5 QUAD 56 1103 1124 1150 1151 1125 4. 6 QUAD 56 1104 1125 1151 1152 1126 4 8 QUAD 56 1105 1127 1160 1161 1128 6 1 QUAD 70 1106 1128 1161 1162 1129 6 1 QUAD 70 1107 1129 1162 1163 1130 6 1 QUAD 70 1108 1130 1163 1164 1131 6 1 QUAD 70 1109 1131 1164 1165 1132 6 1 QUAD 70 1110 1132 1165 1166 1133 6 1 QUAD 70 1111 1133 1166 1167 1134 6 1 QUAD 70 1112 1134 1167 1168 1135 6 1 QUAD 70 1113 1135 1168 1169 1136 6 1 QUAD 70 1114 1136 1169 1170 1137 5 1 QUAD 70 1115 1137 1170 1171 1138 5 1 QUAD 70 1116 1138 1171 1172 1139 5 1 QUAD 70 1117 1139 1172 1173 1140 5 1 QUAD 70 1118 1140 1173 1174 1141 5 1 QUAD 70 1119 1141 1174 1175 1142 5 1 QUAD 70 1120 1142 1175 1176 1143 5 1 QUAD 70 1121 1143 1176 1177 1144 5 1 QUAD 70 1122 1144 1177 1178 1145 1 1 QUAD 70 1123 1145 1178 1179 1146 1 1 QUAD 70 1124 1147 1153 1154 1148 4 5 QUAD 16 1125 1148 1154 1155 0 4 5 TRI. 16 1126 1148 1155. 1156 1149 4 5 QUAD 18 1127 1149 1156 1157 1150 4 5 QUAD 18 1128 1150 1157 1158 1151 4 6 QUAD 18 1129 1151 1158" 1159 1152 4 8 QUAD 18 1130 1153 1180 1181 1154 4 5 QUAD 58 1131 1154 1181 1182 1155 4 5 QUAD 58 1132 1155 1182 1183 1156 4 5 QUAD 58 1133 1156 1183 1184 1157 4 5 QUAD 58 1134 1157 1184 1185 1158 4 6 QUAD 58 1135 1158 1185 1186 1159 4 8 QUAD 58 1136 1160 1189 1190 1161 6 1 QUAD 62 1137 1161 1190 1191 1162 6 1 QUAD 62 1138 1162 1191 1192 1163 6 1 QUAD 62 1139 1163 1192 1193 1164 6 1 QUAD 62 1140 1164 1193 1194 1165 6 1 QUAD 62 1141 1165 1194 1195 1166 6 1 QUAD 62 1142 1166 1195 1196 1167 6 1 QUAD 62 1143 1167 1196 1197 1168 6 1 QUAD 62 1144 1168 1197 1198 1169 6 1 QUAD 62 Project: 13176 - APPENDIX A 13 of 52 6128105 I J K L M Incr T BW 1145 1169 1198 1199 1170 5 1 QUAD 62 1146 1170 1199 1200 1171 5 1 QUAD 62 1147 1171 1200 1201 1172 5 1 QUAD 62 1148 1172 1201 1202 1173 5 1 QUAD 62 1149 1173 1202 1203 1174 5 1 QUAD 62 1150 1174 1203 1204 1175 5 1 QUAD 62 1151 1175 1204 1205 1176 5 1 QUAD 62 1152 1176 1205 1206 1177 5 1 QUAD 62 1153 1177 1206 1207 1178 3 1 QUAD 62 1154 1178 1207 1208 1179 3 1 QUAD 62 1155 1187 1238 1239 1180 2 4 QUAD 120 1156 1180 1239 1181 0 4 5 TRI. 120 1157 1239 1265 1181 0 4 5 TRI. 170 1158 1181 1265 1266 1182 4 5 QUAD 172 1159 1182 1266 1267 1183 4 5 QUAD 172 1160 1183 1267 1268 1184 4 5 QUAD 172 1161 1184 1268 1269 1185 4 6 QUAD 172 1162 1185 1269 1270 1186 4 8 QUAD 172 1163 1188 1237 1238 1187 2 4 QUAD 104 1164 1212 1236 1237 1188 2 4 QUAD 100 1165 1189 1213 1214 1190 6 1 QUAD 52 1166 1190 1214 1215 1191 6 1 QUAD 52 1167 1191 1215 1216 1192 6 1 QUAD 52 1168 1192 1216 1217 1193 6 1 QUAD 52 1169 1193 1217 1218 1194 6 1 QUAD 52 1170 1194 1218 1219 1195 6 1 QUAD 52 1171 1195 1219 1220 1196 6 1 QUAD 52 1172 1196 1220 1221 1197 6 1 QUAD 52 1173 1197 1221 1222 1198 6 .1 QUAD 52 1174 1198 1222 1223 1199 5 1 QUAD 52 1175 1199 1223 1224 1200 5 1 QUAD 52 1176 1200 1224 1225 1201 5 1 QUAD 52 1177 1201 1225 1226 1202 5 1 QUAD 52 1178 1202 1226 1227 1203 5 1 QUAD 52 1179 1203 1227 1228 1204 5 1 QUAD 52 1180 1204 1228 1229 1205 5 1 QUAD 52 1181 1205 1229 1230 1206 5 1 QUAD 52 1182 1206 1230 1231 1207 3 1 QUAD 52 1183 1207 1231 1232 1208 3 1 QUAD 52 1184 1208 1232 1233 1209 2 2 QUAD 52 1185 1209 1233 1234 1210 2 2 QUAD 52 1186 1210 1234 1235 1211 2 3 QUAD 52 1187 1211 1235 1236 1212 2 3 QUAD 52 1188 1213 1240 1241 1214 6 1 QUAD 58 1189 1214 1241 1242 1215 6 1 QUAD 58 1190 1215 1242 1243 1216 6 1 QUAD 58 1191 1216 1243 1244 1217 6 1 QUAD 58 1192 1217 124.4 1245 1218 6 1 QUAD 58 1193 1218 1245 1246 1219 6 1 QUAD 58 1194 1219 1246 1247 1220 6 1 QUAD 58 1195 1220 1247 1248 1221 6 1 QUAD 58 1196 1221 1248 1249 1222 6 1 QUAD 58 1197 1222 1249 1250 1223 5 1 QUAD 58 1198 1223 1250 1251 1224 5 1 QUAD 58 1199 1224 1251 1252 1225 5 1 QUAD 58 1200 1225 1252 '1253 1226 5 1 QUAD 58 1201 1226 1253 1254 1227 5 1 QUAD 58 1202 1227 1254 1255 1228 5 1 QUAD 58 1203 1228 1255 1256 1229 5 1 QUAD 58 1204 1229 1256 1257 1230 5 1 QUAD 58 1205 1230 1257 1258 1231 3 1 QUAD 58 1206 1231 1258 1259 1232 3 1 QUAD 58 1207 1232 1259 1260 1233 2 2 QUAD 58 1208 1233 1260 1261 1234 2 2 QUAD 58 1209 1234 1261 1262 1235 2 3 QUAD 58 1210 1235 1262 1263 1236 2 3 QUAD 58 1211 1236 1263 1237 0 2 4 TRI. 56 1212 1237 1263 1264 0 2 4 TRI. 56 1213 1237 1264 1238 0 2 4 TRI. 56 1214 1238 1264 1239 0 2 4 TRI. 54 Project: 13176 - APPENDIX A 13 of 52 6128105 • Part A: INPUT DATUM -ELEMENT DEFINITION Project: 13176 - APPENDIX A 14 of 52 6/28105 I J K L M Incr T BW 1215 1239 1264 1265 0 2 4 TRI. 54 1216 1240 1271 1272 1241 6 1 QUAD 66 1217 1241 1272 1273 1242 6 1 QUAD 66 1218 1242 1273 1274 1243 6 1 QUAD 66 1219 1243 1274 1275 1244 6 1 QUAD 66 1220 1244 1275 1276 1245 6 1 QUAD 66 1221 1245 1276 1277 1246 6 1 QUAD 66 1222 1246 1277 1278 1247 6 1 QUAD 66 1223 1247 1278 1279 1248 6 1 QUAD 66 1224 1248 1279 1280 1249 6 1 QUAD 66 1225 1249 1280 1281 1250 5 1 QUAD 66 1226 1250 1281 1282 1251 5 1 QUAD 66 1227 1251 1282 1283 1252 5 1 QUAD 66 1228 1252 1283 1284 1253 5 1 QUAD 66 1229 1253 1284 1285 1254 5 1 QUAD 66 1230 1254 1285 1286 .1255 1327 5 1 QUAD 66 1231 1255 1286 1287 1256 5 1 QUAD 66 1232 1256 1287 1288 1257 5 1 QUAD 66 1233 1257 1288 1289 1258 3 1 QUAD 66 1234 1258 1289 1290 1259 3 1 QUAD 66 1235 1259 1290 '1291 1260 2 2 QUAD 66 1236 1260 1291 1292 1261 2 2 QUAD 66 1237 1261 1292 1293 1262 2 3 QUAD 66 1238 1262 1293 1294 1263 2 3 QUAD 66 1239 1263 1294 1295 1264 2 4 QUAD 66 1240 1264 1295 1296 1265 2 4 QUAD 66 1241 1265 1296 1297 1266 4 5 QUAD 66 1242 1266 1297 1298 1267 4 5 QUAD 66 1243 1267 1298 1299 1268 4 5 QUAD 66 1244 1268 1299 1300 1269 4 6 QUAD 66 1245 1269 1300 1301 1270 4 8 QUAD 66 1246 1271 1302 1303 1272 6 1 QUAD 66 1247 1272 1303 1304 1273 6 1 QUAD 66 1248 1273 1304 1305 1274 6 1 QUAD 66 1249 1274 1305 1306 1275 6 1 QUAD 66 1250 1275 1306 1307 1276 6 1 QUAD 66 1251 1276 1307 1308 1277 6 1 QUAD 66 1252 1277 1308 1309 1278 6 1 QUAD 66 1253 1278 1309 1310 1279 6 1 QUAD 66 1254 1279 1310 1311 1280 6 1 QUAD 66 1255 1280 1311 1312 1281 5 1 QUAD 66 1256 1281 1312 1313 1282 .5 1 QUAD 66 1257 1282 1313 1314 1283 5 1 QUAD 66 1258 1283 1314 1315 1284 5 1 QUAD 66 1259 1284 1315 1316 1285 5 1 QUAD 66 1260 1285 1316 1317 1286 5 1 QUAD 66 1261 1286 1317 1318 1287 5 1 QUAD 66 1262 1287 1318 1319 1288 5 1 QUAD 66 1263 1288 1319 1320 1289 1 1 QUAD 66 1264 1289 1320 1321 1290 1 1 QUAD 66 1265 1290 1321 1322 1291 2 2 QUAD 66 1266 1291 1322 1323 1292 2 2 QUAD 66 1267 1292 1323 1324 1293 2 3 QUAD 66 1268 1293 1324 1325 1294 2 3 QUAD 66 1269 1294 1325 1326 1295 2 4 QUAD 66 1270 1295 1326 1327 1296 2 4 QUAD 66 1271 1296 1327 1328 1297 4 5 QUAD 66 1272 1297 1328 1329 1298 4 5 QUAD 66 1273 1298 .1329 1330 1299 4 5 QUAD 66 1274 1299 1330 1331 1300 4 6 QUAD 66 1275 1300 1331 1332 1301 4 8 QUAD 66 1276 1302 1333 1334 1303 6 1 QUAD 66 1277 1303 1334 1335 1304 6 1 QUAD 66 1278 1304 1335 1336 1305 6 1 QUAD 66 1279 1305 1336 1337 1306 6 1 QUAD 66 1280 1306 1337 1338 1307 6 1 QUAD 66 1281 1307 1338 1339 1308 6 1 QUAD 66 1282 1308 1339 1340 1309 6 1 QUAD 66 1283 1309 1340 1341 1310 6 1 QUAD 66 1284 1310 1341 1342 1311 6 1 QUAD 66 Project: 13176 - APPENDIX A 14 of 52 6/28105 I J K L M Incr T BW 1285 1311 1342 1343 1312 5 1 QUAD 66 1286 1312 1343 1344 1313 5 1 QUAD 66 1287 1313 1344 1345 1314 5 1 QUAD 66 1288 1314 1345 1346 1315 5 1 QUAD 66 1289 1315 1346 1347 1316 5 1 QUAD 66 1290 1316 1347 1348 1317 5 1 QUAD 66 1291 1317 1348 1349 1318 5 1 QUAD 66 1292 1318 1349 1350 1319 5 1 QUAD 66 1293 1319 1350 1351 1320 1 1 QUAD 66 1294 1320 1351 1352 1321 1 1 QUAD 66 1295 1321 1352 1353 1322 1 1 QUAD 66 1296 1322 1353 1354 1323 2 2 QUAD 66 1297 1323 1354 1355 1324 2 3 QUAD 66 1298 1324 1355 1356 1325 2 3 QUAD 66 1299 1325 1356 1357 1326 2 4 QUAD 66 1300 1326 1357 1358 1327 2 4 QUAD 66 1301 1327 1358 1359 1328 4 5 QUAD 66 1302 1328 1359 1360 1329 4 5 QUAD 66 1303 1329 1360 1361 1330 4 5 QUAD 66 1304 1330 1361 1362 1331 4 6 QUAD 66 1305 1331 1362 1363 1332 4 8 QUAD 66 1306 1333 1364 1365 1334 6 1 QUAD 66 1307 1334 1365 1366 1335 6 1 QUAD 66 1308 1335 1366 1367 1336 6 1 QUAD 66 1309 1336 1367 1368 1337 6 1 QUAD 66 1310 1337 1368 1369 1338 6 1 QUAD 66 1311 1338 1369 1370 1339 6 1 QUAD 66 1312 1339 1370 1371 1340 6 1 QUAD 66 1313 .1340 1371 1372 1341 6 1 QUAD 66 1314 1341 1372 1373 1342 6 1 QUAD 66 1315 1342 1373 1374 1343 5 1 QUAD 66 1316 1343 1374 1375 1344 5 1 QUAD 66 1317 1344 1375 1376 1345 5 1 QUAD 66 1318 1345 1376 1377 1346 5 1 QUAD 66 1319 1346 1377 1378 1347 5 1 QUAD 66 1320 1347 1378 1379 1348 5 1 QUAD 66 1321 1348 1379 1380 1349 5 1 QUAD 66 1322 1349 1380 1381 1350 5 1 QUAD 66 1323 1350 1381 1382 1351 1 1 QUAD 66 1324 1351 1382 1383 1352 1 1 QUAD 66 1325 1352 1383 1384 1353 1 1 QUAD 66 1326 1353 1384 1385 1354 1 1 QUAD 66 1327 1354 1385 1386 1355 2 3 QUAD 66 1328 1355 1386 1387 1356 2 3 QUAD 66 1329 1356 1387 1388 1357 2 4 QUAD 66 1330 1357 1388 1389 1358 2 4 QUAD 66 1331 1358 1389 1390 1359 4 5 QUAD 66 1332 1359 1390 1391 1360 4 5 QUAD 66 1333 1360 1391 1392 1361 4 5 QUAD 66 1334 1361 1392 1393 1362 4 6 QUAD 66 1335 1362 1393 1394 1363 4 8 QUAD 66 1336 1364 1395 1396 1365 6 1 QUAD 66 1337 1365 1396 1397 1366 6 1 QUAD 66 1338 1366 1397 1398 1367 6 1 QUAD 66 1339 1367 1398 1399 1368 6 1 QUAD 66 1340 1368 1399 1400 1369 6 1 QUAD 66 1341 1369 1400 1401 1370 6 1 QUAD 66 1342 1370 1401 1402 1371 6 1 QUAD 66 1343 1371 1402 1403 1372 6 1 QUAD 66 1344 1372 1403 1404 1373 6 1 QUAD 66 1345 1373 1404 1405 1374 5 1 QUAD 66 1346 1374 1405 1406 1375 5 1 QUAD 66 1347 1375 1406 1407 1376 5 1 QUAD 66 1348 1376 1407 1408 1377 5 1 QUAD 66 1349 1377 1408 1409 1378 5 1 QUAD 66 1350 1378 1409 1410 1379 5 1 QUAD 66 1351 1379 1410 1411 1380 5 1 QUAD 66 1352 1380 1411 1412 1381 5 1 QUAD 66 1353 1381 1412 1413 1382 1 1 QUAD 66 1354 1382 1413 1414 1383 1 1 QUAD 66 Project: 13176 - APPENDIX A 14 of 52 6/28105 • 0 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 15 of 52 6128105 I J K I L M Incr T BW 1355 1383 1414 1415 1384 1 1 QUAD 66 1356 1384 1415 1416 1385 1 1 QUAD 66 1357 1385 1416 1417 1386 1 1 QUAD 66 1358 1386 1417 1418 1387 2 3 QUAD 66 1359 1387 1418 1419 1388 2 4 QUAD 66 1360 1368 1419 1420 1389 2 4 QUAD 66 1361 1389 1420 1421 1390 4 5 QUAD 66 1362 1390 1421 1422 1391 4 5 QUAD 66 1363 1391 1422. 1423 1392 4 5 QUAD 66 1364 1392 1423 1424 1393 4 6 QUAD 66 1365 1393 1424 1425 1394 4 8 QUAD 66 1366 1395 1426 1427 1396 6 1 QUAD 66 1367 1396 1427 1428 1397 6 1 QUAD 66 1368 1397 1428 1429 1398 6 1 QUAD 66 1369 1398 1429 1430 1399 6 1 QUAD 66 1370 1399 1430 1431 1400 6 1 QUAD 66 1371. 1400 1431 1432 1401 6 1 QUAD 66 1372 1401 1432 1433 1402 6 1 QUAD 66 1373 1402 1433 1434 1403 6 1 QUAD 66 1374 1403 1434 1435 1404 6 1 QUAD 66 1375 1404 1435 1436 1405 5 1 QUAD 66 1376 1405 1436 1437 1406 5 1 QUAD 66 1377 1406 1437 1438 1407 5 1 QUAD 66 1378 1407 1438 1439 1408 5 1 QUAD 66 1379 1408 1439 1440 1409 5 1 QUAD 66 1380 1409 1440 1441 1410 5 1 QUAD 66 1381 1410 1441 1442 1411 5 1 QUAD 66 1382 1411 1442 1443 1412 5 1 QUAD 66 1383 1412 1443 1444 1413 1 1. QUAD 66 1384 1413 1444 1445 1414 1 1 QUAD 66 1385 1414 1445 1446 1415 1 1 QUAD 66 1386 1415 1446 1447 1416 1 1 QUAD 66 1387 1416 1447 1448 1417 1 1 QUAD 66 1388 1417 1448 1449 1418 1 1 QUAD 66 1389 1418 1449 1450 1419 2 4 QUAD 66 1390 1419 1450 1451 1420 2 4 QUAD 66 1391 1420 1451 1452 1421 4 5 QUAD 66 1392 1421 1452 1453 1422 4 5 QUAD 66 1393 1422 1453 1454 1423 4 5 QUAD 66 1394 1423 1454 1455 1424 4 6 QUAD 66 1395 1424 1455 1456 1425 4 8 QUAD 66 1396 1426 1457 1458 1427 6 1 QUAD 66 1397 1427 1458 1459 1428 6 1 QUAD 66 1398 1428 1459 1460 1429 6 1 QUAD 66 1399 1429 1460 1461 1430 6 1 QUAD 66 1400 1430 1461 1462 1431 6 1 QUAD 66 1401 1431 1462 1463 1432 6 1 QUAD 66 1402 1432 1463 1464 1433 6 1 QUAD 66 1403 1433 1464 1465 1434 6 1 QUAD 66 1404 1434 1465 1466 1435 6. 1 QUAD 66 1405 1435 1466 1467 1436 5 1 QUAD 66 1406 1436 1467 1468 1437 5 1 QUAD 66 1407 1437 1468 1469 1438 5 1 QUAD 66 1408 1438 1469 1470 1439 5 1 QUAD 66 1409 1439 1470 1471 1440 5 1 QUAD 66 1410 1440 1471 1472 1441 5 1 QUAD 66 1411 1441 1472 1473 1442 5 1 QUAD 66 1412 1442 1473 1474 1443 5 1 QUAD 66 1413 1443 1474 1475 1444 1 1 QUAD 66 1414 1444 1475 1476 1445 1 1 QUAD 66 1415 1445 1476 1477 1446 1 1 QUAD 66 1416 1446 1477 1478 1447 1 1 QUAD 66 1417 1447 1478 1479 1448 1 1 QUAD 66 1418 1448 1479 1480 1449 1 1 QUAD 66 1419 1449 1480 1481 1450 1 1 QUAD 66 1420 1450 1481 1482 1451 2 4 QUAD 66 1421 1451 1482 1483 1452 4 5 QUAD 66 1422 1452 1483 1484 1453 4 5 QUAD 66 1423 1453 1484 1485 1454 4 5 QUAD 66 1424 1454 1485 1486 1455 9 6 QUAD 66 Project: 13176 - APPENDIX A 15 of 52 6128105 I J K L. M Incr T BW 1425 1455 1486 1487 1456 4 8 QUAD .66 1426 1457 1486 1489 1458 6 1 QUAD 66 1427 1458 1489 1490 1459 6 1 QUAD 66 1428 1459 1490 1491 1460 6 1 QUAD 66 1429 1460 1491 1492 1461 6 1 QUAD 66 1430 1461 1492 1493 1462 6 1 QUAD 66 1431 1462 1493 1494 1463 6 1 QUAD 66 1432 1463 1494 1495 1464 6 1 QUAD 66 1433 1464 1495 1496 1465 6 1 QUAD 66 1434 1465 1496 1497 1466 6 1 QUAD 66 1435 1466 1497 1498 1467 5 1 QUAD 66 1436 1467 1498 1499 1468 5 1 QUAD 66 1437 1468 1499 1500 1469 5 1 QUAD 66 1438 1469 1500 1501 1470 5 1 QUAD 66 1439 1470 1501 1502 1471 5 1 QUAD 66 1440 1471 1502 1503 1472 5 1 QUAD 66 1441 1472 1503 1504 1473 5 1 QUAD 66 1442 1473 1504 1505 1474 5 1 QUAD 66 1443 1474 1505 1506 1475 1 1 QUAD 66 1444 1475 1506 1507 1476 1 1 QUAD 66 1445 1476 1507 1508 1477 1 1 QUAD 66 1446 1477 1508 1509 1478 1 1 QUAD 66 1447 1478 1509 1510 1479 1 1 QUAD 66 1448 1479 1510 1511 1480 1 1 QUAD 66 1449 1480 1511 1512 1481 1 1 QUAD 66 1450 1481 1512 1513 1482 1 1 QUAD 66 1451 1482 1513 1514 1483 4 5 QUAD 66 1452 1483 1514 1515 1484 4 5 QUAD 66 1453 1484 1515 1516 1485 4 5 QUAD 66 1454 1485 1516 1517 1486 4 6 QUAD 66 1455 1486 1517 1518 1487 4 8 QUAD 66 1456 1488 1519 1520 1489 6 1 QUAD 66 1457 1489 1520 1521 1490 6 1 QUAD 66 1458 1490 1521 1522 1491 6 1 QUAD 66 1459 1491 1522 1523 1492 6 1 QUAD 66 1460 1492 1523 1524 1493 6 1 QUAD 66 1461 1493 1524 1525 1494 6 1 QUAD 66 1462 1494 1525 1526 1495 6 1 QUAD 66 1463 1495 1526 1527 1496 6 1 QUAD 66 1464 1496 1527 1528 1497 6 1 QUAD 66 1465 1497 1528 1529 1498 5 1 QUAD 66 1466 1498 1529 1530 1499 5 1 QUAD 66 1467 1499 1530 1531 1500 5 1 QUAD 66 1468 1500 1531 1532 1501 5 1 QUAD 66 1469 1501 1532 1533 1502 5 1 QUAD 66 1470 1502 1533 1534 1503 5 1 QUAD 66 1471 1503 1534 1535 1504 5 1 QUAD 66 1472 1504 1535 1536 1505 5 1 QUAD 66 1473 1505 1536 1537 1506 1 1 QUAD 66 1474 1506 1537 1538 1507 1 1 QUAD 66 1475 1507 1538 1539 1508 1 1 QUAD 66 1476 1506 1539 1540 .1509 1 1 QUAD 66 1477 1509 1540 1541 1510 1 1 QUAD 66 1478 1510 1541 1542 1511 1 1 QUAD 66 1479 1511 1542 1543 1512 1 1 QUAD 66 1480 1512 .1543 1544 1513 1 1 QUAD 66 1481 1513 1544 1545 1514 1 1 QUAD 66 1482 1514 1545 1546 1515 4 5 QUAD 66 1483 1515 1546 1547 1516 4 5 QUAD 66 1484 1516 1547 1548 1517 4 6 QUAD 66 1485 1517 1548 1549 1518 4 6 QUAD 66 1486 1519 1550 1551 1520 6 1 QUAD 66 1487 1520 1551 1552 1521 6 1 QUAD 66' 1488 1521 1552 1553 1522 6 1 QUAD 66 1489 1522 1553 1554 1523 6 1 QUAD 66 1490 1523 1554 1555 1524 6 1 QUAD 66 1491 1524 1555 .1556 1525 6 1 QUAD 66 1492 1525 1556 1557 1526 6 1 QUAD 66 1493 1526 1557 1558 1527 6 1 QUAD 66 1494 1527 1558 1559 1528 6 1 QUAD 66 Project: 13176 - APPENDIX A 15 of 52 6128105 • 0 Part A: INPUT DATUM -ELEMENT DEFINITION Project: 13176 - APPENDIX A 16 of 52 6128105 I J K L M Incr T BW 1495 1528 1559 1560 1529 5 1 QUAD 66 1496 1529 1560 1561 1530 5 1 QUAD 66 1497 1530 1561 1562 1531 5 1 QUAD 66 1498 1531 1562 1563 1532 5 1 QUAD 66 1499 1532 1563 1564 1533 5 1 QUAD 66 1500 1533 1564 1565 1534 5 1 QUAD 66 1501 1534 1565 1566 1535 5 1 QUAD 66 1502 1535 1566 1567 1536 5 1 QUAD 66 1.503 1536 1567 1568 1537 1 1 QUAD 66 1504 1537 1568 1569 1538 1 1 QUAD 66 1505 1538 1569 1570 1539 1 1 QUAD 66 1506 1539 1570 1571 1540 1 1 QUAD 66 1507 1540 1571 1572 1541 1 1 QUAD 66 1508 1541 1572 1573 1542 1 1 QUAD 66 1509 1542 1573 1574 1543 1 1 QUAD 66 1510 1543 1574 1575 1544 1 1 QUAD 66 1511 1544 1575 1576 1545 1 1 QUAD 66 1512 1545 1576 1577 1546 1 1 QUAD 66 1513 1546 1577 1578 1547 4 5 QUAD 66 1514 1547 1578 1579 1548 4 6 QUAD 66 1515 1548 1579 1580 1549 4 8 QUAD 66 1516 1550 1581 1582 1551 6 1 QUAD 66 1517 1551 1582 1583 1552 6 1 QUAD 66 1518 1552 1583 1584 1553 6 1 QUAD 66 1519 1553 1584 1585 1554 6 1 QUAD 66 1520 1554 1585 1586 1555 6 1 QUAD 66 1521 1555 1586 1587 1556 6 1 QUAD 66 1522 1556 1587 1588 1557 6 1 QUAD 66 1523 1557. 1588 1589 1558 6 1 QUAD 66 1524 1558 1589 1590 1559 6 1 QUAD 66 1525 1559 1590 1591 1560 5 1 QUAD 66 1526 1560 1591 1592 1561 5 1 QUAD 66 1527 1561 1592 1593 1562 5 1 QUAD 66 1528 1562 1593 1594 1563 5 1 QUAD 66 1529 1563 1594 1595 1564 5 1 QUAD 66 1530 1564 1595 1596 1565 5 1 QUAD 66 1531 1565 1596 1597 1566 5 1 QUAD 66 1532 1566 1597 1598 1567 5 1 QUAD 66 1533 1567 1598 1599 1568 1 1 QUAD 66 1534 1568 1599 1600 1569 1 1 QUAD 66 1535 1569 1600 1601 1570 1 1 QUAD 66 1536 1570 1601 1602 1571 1 1 QUAD 66 1537 1571 1602 1603 1572 1 1 QUAD 66 1538 1572 1603 1604 1573 1 1 QUAD 66 1539 1573 1604 1605 1574 1 1 QUAD 66 1540 1574 1605 1606 1575 1 1 QUAD 66 1541 1575 1606 1607 1576 1 1 QUAD 66 1542 1576 1607 1608 1577 1 1 QUAD 66 1543 1577 1608 1609 1578 1 1 QUAD 66 1544 1578 1609 1610 1579 4 6 QUAD 66 1545 1579 1610 1611 1580 4 8 QUAD 66 1546 1581 1612 1613 1582 6 1 QUAD 66 1547 1582 1613 1614 1583 6 1 QUAD 66 1548 1583 1614 1615 1584 6 1 QUAD, 66 1549 1584 1615 1616 1585 6 1 QUAD 66 1550 1585 1616 1617 1586 6 1 QUAD 66 1551 1586 1617 1618 1587 6 1 QUAD 66 1552 1587 1618 1619 1588 6 1 QUAD 66 1553 1588 1619 1620 1589 6 1 QUAD 66 1554 1589 1620 1621 1590 6 1 QUAD 66 1555 1590 1621 1622 1591 5 1 QUAD 66 1556 1591 1622 1623 1592 5 1 QUAD 66 1557 1592 1623 1624 1593 5 1 QUAD 66 1558 1593 1624 1625 1594 5 1 QUAD 66 1559 1594 1625 1626 1595 5 1 QUAD 66 1560 1595 1626 1627 1596 5 1 QUAD 66 1561 1596 1627 1628 1597 5 1 QUAD 66 1562 1597 1628 1629 1598 5 1 QUAD 66 1563 1598 1629 1630 1599 1 1 QUAD 66 1564 1599 1630 1631 1600 1 1 QUAD 66 Project: 13176 - APPENDIX A 16 of 52 6128105 I J K L M Incr T BW 1565 1600 1631 1632 1601 1 1 QUAD 66 1566 1601 1632 1633 1602 1 1 QUAD 66 1567 1602 1633 1634 1603 1 1 QUAD 66 1568 1603 1634 1635 1604 1 1 QUAD 66 1569 1604 1635 1636 1605 1 1 QUAD 66 1570 1605 1636 1637 1606 1 1 QUAD 66 1571 1606 1637 1638 1607 1 1 QUAD 66 1572 1607 1638 1639 1608 1 1 QUAD 66 1573 1608 1639 1640 1609 1 1 QUAD 66 1574 1609 1640 1641 1610 4 6 QUAD 66 1575 1610 1641 1642 1611 4 8 QUAD 66 1576 1612 1643 1644 1613 6 1 QUAD 66 1577 1613 1644 1645 1614 6 1 QUAD 66 1578 1614 1645 1646 1615 6 1 QUAD 66 1579 1615 1646 1647 1616 6 1 QUAD 66 1580 1616 1647 1648 1617 6 1 QUAD 66 1581 1617 1648 1649 1618 6 1 QUAD 66 1582 1618 1649 1650 1619 6 1 QUAD 66 1583 1619 1650 1651 1620 6 1 QUAD 66 1584 1620 1651 1652 1621 6 1 QUAD 66 1585 1621 1652 1653 1622 5 1 QUAD 66 1586 1622 1653 1654 1623 5 1 QUAD 66 1587 1623 1654 1655 1624 5 1 QUAD 66 1588 1624 1655 1656 1625 5 1 QUAD 66 1589 1625 1656 1657 1626 5 1 QUAD 66' 1590 1626 1657 1658 1627 5 1 QUAD 66 1591 1627 1658 1659 1628 5 1 QUAD 66 1592 1628 1659 1660 1629 5 1 QUAD 66 1593 1629 1660 1661 1630 1 1 QUAD 66 1594 1630 1661 1662 1631 1 1 QUAD 66 1595 1631 1662 1663 1632 1 1 QUAD 66 1596 1632 1663 1664 1633 1 1 QUAD 66 1597 1633 1664 1665 1634 1 1 QUAD 66 1598 1634 1665 1666 1635 1 1 QUAD 66 1599 1635 1666 1667 1636 1 1 QUAD 66 1600 1636 1667 1668 1637 1 1 QUAD 66 1601 1637 1668 1669 1638 1 1 QUAD 66 1602 1638 1669 1670 1639 1 1 QUAD 66 1603 1639 1670 1671 1640 1 1 QUAD 66 1604 1640 1671 1672 1641 4 6 QUAD 66 1605 1641 1672 1673 1642 4 8 QUAD 66 1606 1643 1674 1675 1644 6 1 QUAD 66 1607 1644 1675 1676 1645 6 1 QUAD 66 1608 1645 1676 1677 1646 6 1 QUAD 66 1609 1646 1677 1678 1647 6 1 QUAD 66 1610 1647 1678 1679 1648 6 1 QUAD 66 1611 1648 1679 1680 1649 6 1 QUAD 66 1612 1649 1680 1681 1650 6 1 QUAD 66 1613 1650 1681 1682 1651 6 1 QUAD 66 1614 1651 1682 1683 1652 6 1 QUAD 66 1615 1652 1683 1684 1653 5 1 QUAD 66 1616 1653 1684 1685 1654 5 1 QUAD 66 1617 1654 1685 1686 1655 5 1 QUAD 66 1618 1655 1686 1687 1656 5 1 QUAD 66 1619 1656 1687 1688 1657 5 1 QUAD 66 1620 1657 168.8 1689 1658 5 1 QUAD 66 1621 1658 1689 1690 1659 5 1 QUAD 66 1622 1659 1690 1691 1660 5 1 QUAD 66 1623 1660 1691 1692 1661 1 1 QUAD 66 1624 1661 1692 1693 1662 1 1 QUAD 66 1625 1662 1693 1694 1663 1 1 QUAD 66 1626 1663 1694 1695 1664 1 1 QUAD 66 1627 1664 1695 1696 1665 1 1 QUAD 66 1628 1665 1696 1697 1666 1 1 QUAD 66 1629 1666 1697 1698 1667 1 1 QUAD 66 1630 1667 1698 1699 1668 1 1 QUAD 66 1631 1668 1699 1700 1669 1 1 QUAD 66 1632 1669 1700 1701 1670 1 1 QUAD 66 1633 1670 1701 1702 1671 1 1 QUAD 66 1634 1671 1702 1703 11672 14 16 IQUAD 166 Project: 13176 - APPENDIX A 16 of 52 6128105 • • • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 17 of 52 6128105 I I J K L M Incr T BW. 1635 1672 1703 1704 1673 4 8 QUAD 66 1636 1674 1705 1706 1675 6 1 QUAD 66 1637 1675 1706 1707 1676 6 1 QUAD 66 1638 1676 1707 1708 1677 6 1 QUAD 66 1639 1677 1708 1709 1678 6 1 QUAD 66 1640 1678 1709 1710 1679 6 1 QUAD 66 1641 1679 1710 1711 1680 6 1 QUAD 66 1642 1680 1711 1712 1681 6 1 QUAD 66 1643 1681 1712 1713 1682 6 1 QUAD 66 1644 1682 1713 1714 1683 6 1 QUAD 66 1645 1683 1714 1715 1684 5 1 QUAD 66 1646 1684 1715 1716 1685 5 1 QUAD 66 1647 1685 1716 1717 1686 5 1 QUAD 66 1648 1686 1717 1718 1687 5 1 QUAD 66 1649 1687 1718 1719 1688 5 1 QUAD 66 1650 1688 1719 1720 1689 5 1 QUAD 66 1651 1689 1720 1721 1690 5 1 QUAD 66 1652 1690 1721 1722 1691 5 1 QUAD 66 1653 1691 1722 '1723 1692 1 1 QUAD 66 1654 1692 1723 1724 1693 1 1 QUAD 66 1655 1693 1724 1725. 1694 1 1 QUAD 66 1656 1694 1725 1726 1695 1 1 QUAD 66 1657 1695 1726 1727 1696 1 1 QUAD 66 1658 1696 1727 1728 1697 1 1 QUAD 66 1659 1697 1728 1729 1698 1 1 QUAD 66 1660 1698 1729 1730 1699 1 1 QUAD 66 1661 1699 1730 1731 1700 1 1 QUAD 66 1662 1700 1731 1732 1701 1 1 QUAD 66 1663 1701 1732 1733 1702 1 1 QUAD 66 1664 1702 1733 1734 1703 4 6 QUAD 66 1665 1703 1734 1735 1704 4 8 QUAD 66 1666 1705 1736 1737 1706 6 1 QUAD 66 1667 1706 1737 1738 1707 6 1 QUAD 66 1668 1707 1738 1739 1708 6 1 QUAD 66 1669 1708 1739 1740 1709 6 1 QUAD 66 1670 1709 1740 1741 1710 6 1 QUAD 66 1671 1710 1741 1742 1711 6 1 QUAD 66 1672 1711 1742 1743 1712 6 1 QUAD 66 1673 1712 1743 1744 1713 6 1 QUAD 66 1674 1713 1744 1745 1714 6 1 QUAD 66 1675 1714 1745 1746 1715 5 1 QUAD 66 1676 1715 1746 1747 1716 5 1 QUAD 66 1677 1716 1747 1748 1717 5 1 QUAD 66 1678 1717 1748 1749 1718 5 1 QUAD 66 1679 1718 1749 1750 1719 5 1 QUAD 66 1680 1719 1750 1751 1720 5 1 QUAD 66 1681 1720 1751 1752 1721 5 1 QUAD 66 1682 1721 1752 1753 1722 5 1 QUAD 66 1683 1722 1753 1754 1723 1 1 QUAD 66 1684 1723 1754 1755 1724 1 1 QUAD 66 1685 1724 1755 1756 1725 1 1 QUAD 66 1686 1725 1756 1757 1726 1 1 QUAD 66 1687 1726 1757 1758 1727 1 1 QUAD 66 1688 1727 1758 1759 1728 1 1 QUAD 66 1689 1728 1759 1760 1729 1 1 QUAD 66 1690 1729 1760 1761 1730 1 1 QUAD 66 1691 1730 1761 1762 1731 1 1 QUAD 66 1692 1731 1762 1763 1732 1 1 QUAD 66 1693 1732 1763 1764 1733 1 1 QUAD 66 1694 1733 1764 1765 1734 4' 6 QUAD 66 1695 1734 1765 1766 1735 4 8 QUAD 66 1696 1736 1767 1768 1737 6 1 QUAD 66 1697 1737 1768 1769 1738 6 1 QUAD 66 1698 1738 1769 1770 1739 6 1 QUAD 66 1699 1739 1770 1771 1740 6 1 QUAD 66 1700 1740 1771 1772 1741 6 1 QUAD 66 1701 1741 1772 1773 1742 6 1 QUAD 66 1702 1742 1773 1774 1743 6 1 QUAD 66 1703 1743 1774 1775 1744 6 1 QUAD 66 1704 11744 11775 11776 11745 6 1 IQUAD 166 Project: 13176 - APPENDIX A 17 of 52 6128105 I J K L M Incr T BW 1705 1745 1776 1777 1746 5 1 QUAD 66 1706 1746 1777 1778 1747 5 1 QUAD 66 1707 1747 1778 1779 1748 5 1 QUAD 66 1708 1748 1779 1780 1749 5 1 QUAD 66 1709 1749 1780 1781 1750 5 1 QUAD 66 1710 1750 1781 1782 1751 5 1 QUAD 66 1711 1751 1782 1783 1752 5 1 QUAD 66 1712 1752 1783 1784 1753 5 1 QUAD 66 1713 1753 1784 1785 1754 1 1 QUAD 66 1714 1754 1785 1786 1755 1 1 QUAD 66 1715 1755 1786 1787 1756 1 1 QUAD 66. 1716 1756 1787 1788 1757 1 1 QUAD 66 1717 1757 1788 1789 1758 1 1 QUAD 66 1718 1758 1789 1790 1759 1 1 QUAD 66 1719 1759 1790 1791 1760 1 1 QUAD 66 1720 1760 1791 1792 1761 1 1 QUAD 66 1721 1761 1792 1793 1762 1 1 QUAD 66 1722 1762 1793 1794 1763 1 1 Q6AD 66 1723 1763 1794 1795 1764 1 1 QUAD 66 1724 1764 1795 1796 1765 4 6 QUAD 66 1725 1765 1796 1797 1766 4 8 QUAD 66 1726 1767 1798 1799 1768 6 1 QUAD 66 1727 1768 1799 1800 1769 6 1 QUAD 66 1728 1769 1800 1801 1770 6 1 QUAD 66 1729 1770 1801 1802 1771 6 1 QUAD 66 1730 1771 1802 1803 1772 6 1 QUAD 66 1731 1772 1803 1804 1773 6 1 QUAD 66 1732 1773 1804 1805 1774 6 1 QUAD 66 1733 1774 1805 1806 1775 6 1 QUAD 66 1734 1775 1806 1807 1776 6 1 QUAD 66 1735 1776 1807 1808 1777 5 1 QUAD 66 1736 1777 1808 1809 1778 5 1 QUAD 66 1737 1778 1809 1810 1779 5 1 QUAD 66 1738 1779 1810 1811 1780 5 1 QUAD 66 1739 1780 1811 1812 1781 5 1 QUAD 66 1740 1781 1812 1813 1782 5 1 QUAD 66 1741 1782 1813 1814 1783 5 1 QUAD 66 1742 1783 1814 1815 1784 5 1 QUAD 66 1743 1784 1815 1816 1785 1 1 QUAD 66 1744 1785 1816 1817 1786 1 1 QUAD 66 1745 1786 1817 1818 1787 1 1 QUAD 66 1746 1787 1818 1819 1788 1 1 QUAD 66 1747 1788 1819 1820 1789 1 1 QUAD 66 1748 1789 1820 1821 1790 1 1 QUAD 66 1749 1790 1821 1822 1791 1 1 QUAD 66 1750 1791 1822 1823 1792 1 1 QUAD 66 1751 1792 1823 1824 1793 1 1 QUAD 66 1752 1793 1824 1825 1794 1 1 QUAD 66 1753 1794 1825 1826 1795 1 1 QUAD 66 1754 1795 1826 1827 1796 4 6 QUAD 66 1755 1796 1827 1828 1797 4 8 QUAD 66 1756 1798 1829 1830 1799 6 1 QUAD 66 1757 1799 1830 1831 1800 6 1 QUAD 66 1758 1800 1831 1832 1801 6 1 QUAD 66 1759 1801 1832 1833 1802 6 1 QUAD 66 1760 1802 1833 1834 1803 6 1 QUAD 66 1761 1803 1834 1835 1804 6 1 QUAD 66 1762 1804 1835 1836 1805 6 1 QUAD 66 1763 1805 1836 1837 1806 6 1 QUAD 66 1764 1806 1837 1838 1807 6 1 QUAD 66 1765 1807 1838 1839 1808 5 1 QUAD 66 1766 1808 1839 1840 1809 5 1 QUAD 66 1767 1809 1840 1841 1810 5 1 QUAD 66 1768 1810 1841 1842 1811 5 1 QUAD 66 1769 1811 1842 1843 1812 5 1 QUAD 66 1770 1812 1843 1844 1813 5 1 QUAD 66 1771 1813 1844 1845 1814 5 1 QUAD 66 1772 1814 1845 1846 1815 5 1 QUAD 66 1773 1815 1846 1847 1816 1 1 QUAD 66 1774 11816 IQUAD 166 Project: 13176 - APPENDIX A 17 of 52 6128105 • Part A: INPUT DATUM - ELEMENT DEFINITION Project: 13176 - APPENDIX A 16 of 52 6128105 Z J K L M Incr T BW 1817 1848 1849 1818 1 1 QUAD 66 1816 1849 1850 1819 1 1 QUAD 66 r 1819 1850 1851 1820 1 1 QUAD 66 1820 1851 1852 1821 1 1 QUAD 66 1821 1852 1853 1822 1 1 QUAD 66 1780 1822 1853 1854 1823 1 1 QUAD 66 1781 1823 1854 1855 1824 1 1 QUAD 66 1782 1824 1855 1856 1825 1 1 QUAD 66 1783 1825 1856 1857 1826 1 1 QUAD 66 1784 1826 1857 1858 1827 4 6 QUAD 66 1785 1827 1858 1859 1828 4 8 QUAD 66 1786 1829 1860 1861 1830 6 1 QUAD 66 1787 1830 1861 1862 1831 6 1 QUAD 66 1188 1831 1862 1863 1832 6 1 QUAD 66 1789 1832 1863 1864 1833 6 1 QUAD 66 1790 1833 1864 1865 1834 6 1 QUAD 66 1791 1834 1865 1866 1835 6 1 QUAD 66 1792 1835 1866 1867 1836 6 1 QUAD 66 1793 1836 1867 1868 1837 6 1 QUAD 66 1794 1837 1868 1869 1838 6 1 QUAD 66 1795 1838 1869 1870 1839 5 1 QUAD 66 1796 1839 1870 1871 1840 5 1 QUAD 66 1797 1840 1871 1872 1841 5 1 QUAD 66 1798 1641 1872 1873 1842 5 1 QUAD 66 1799 1842 1873 1874 1843 5 1 QUAD 66 1800 1843 1874 1875 1844 5 1 QUAD 66 1801 1844 1875 1876 1.845 5 1 QUAD 66 1802 1845 1876 1877 1846 5 1 QUAD 66 1803 1846 1877 1878 1847 1 1 QUAD 66 1804 1847 1878 1879 1848 1 1 . QUAD 66 1805 1848 1879 1880 1849 1 1 QUAD 66 1806 1849 1880 1881 1850 1 1 QUAD 66 1807 1850 1881 1882 1851 1 1 QUAD 66 1808 1851 1882 1883 1852 1 1 QUAD 66 1809 1852 1883 1884 1653 1 1 QUAD 66 1810 1853 1884 1885 1854 1 1 QUAD 66 1811 1854 1885 1886 1855 1 1 QUAD 66 1812 1855 1886 1887 1856 1 1 QUAD 66 1813 1856 1887 1888 1857 1 1 QUAD 66 1814 1857 1888 1889 1858 4 6 QUAD 66 1815 1858 1889 1890 1859 4 8 QUAD 66 1816 1860 1891 1892 1861 6 1 QUAD 66 1817 1661 1892 1893 1862 6 1 QUAD 66 1818 1862 1893 1894 1863 6 1 QUAD 66 1819 1863 1894 1895 1864 6 1 QUAD 66 1820 1864 1895 1896 1865 6 1 QUAD 66 1821 1865 1896 1897 1866 6 1 QUAD 66 1822 1866 1897 1898 1867 6 1 QUAD 66 1823 1867 1898 1899 1868 6 1 QUAD 66 1824 1868 1899 1900 1869 6 1 QUAD 66 1825 1869 1900 1901 1870 5 1 QUAD 66 1826 1870 1901 1902 1871 5 1 QUAD 66 1827 1871 1902 1903 1872 5 1 QUAD 66 1828 1872 1903 1904 1873 5 1 QUAD 66 1829 1873 1904 1905 1874 5 1 QUAD 66 1830 1874 1905 1906 1875 5 1 QUAD 66 1831. 1875 1906 1907 1876 5 1 QUAD 66 1832 1876 1907 1908 1877 5 1 QUAD 66 1833 1877 1908 1909 1878 1 1 QUAD 66 1834 1878 1909 1910 1879 1 1 QUAD 66 1835 1879 1910 1911 1880 1 1 QUAD 66 1836 1880 1911 1912 1881 1 1 QUAD 66 1837 1881 1912 1913 1882 1 1 QUAD 66 1838 1882 1913 1914 1883 1 1 QUAD 66 1839 1883 1914 1915 1884 1 1 QUAD 66 1840 1884 1915 1916 1885 1 1 QUAD 66 1841 1885 1916 1917 1886 1 1 QUAD 66 1842 1886 1917 1918 1887 1 1 QUAD 66 1843 1887 1918 1919 1888 1 1 QUAD 66 1844 1888 1919 1920 1889 4 6 QUAD 66 Project: 13176 - APPENDIX A 16 of 52 6128105 I J R L M Incr T BW 1889 1920 1921 1890 4 8 QUAD 66 1891 1922 1923 1892 6 1 QUAD 66 r 1892 1923 1924 1893 6 1 QUAD 66 1893 1924 1925 1894 6 1 QUAD 66 1894 1925 1926 1895 6 1 QUAD 66 1895 1926 1927 1896 6 1 QUAD 66 5 1896 1927 1928 1897 6 1 QUAD 66 1852 1897 1928 1929 1898 6 1 QUAD 66 1853 1898 1929 1930 1899 6 1 QUAD 66 1854 1899 1930 1931 1900 6 1 QUAD 66 1855 1900 1931 1932 1901 5 1 QUAD 66 1856 1901 1932 1933 1902 5 1 QUAD 66 1857 1902 1933 1934 1903 5 1 QUAD 66 1858 1903 1934 1935 1904 5 1 QUAD 66 1859 1904 1935 1936 1905 5 1 QUAD 66 1860 1905 1936 1937 1906 5 1 QUAD 66 1861 1906 1937 1938 1907 5 1 QUAD 66 1862 1907 1938 1939 1908 5 1 QUAD 66 1863 1908 1939 1940 1909 1 1 QUAD 66 1864 1909 1940 1941 1910 1 1 QUAD 66 1865 1910 1941 1942 1911 1 1 QUAD 66 1866 1911 1942 1943 1912 1 1 QUAD 66 1867 1912 1943 1944 1913 1 1 QUAD 66 1868 1913 1944 1945 1914 1 1 QUAD 66 1869 1914 1945 1946 1915 1 1 QUAD 66 1870 1915 1946 1947 1916 1 1 QUAD 66 1871 1916 1947 1948 1917 1 1 QUAD 66 1872 1917 1948 1949 1918 1 1 QUAD 66 1873 1918 1949 1950 1919 1 1 QUAD 66 1874 1919 1950 1951 1920 4 6 QUAD 66 1875 1920 1951 1952 1921 4 8 QUAD 66 1876 1922 1953 1954 1923 6 1 QUAD 66 1877 1923 1954 1955 1924 6 1 QUAD 66 1878 1924 1955 1956 1925 6 1 QUAD 66 1879 1925 1956 1957 1926 6 1 QUAD 66 1880 1926 1957 1958 1927 6 1 QUAD 66 1881 1927 1958 1959 1928 6 1 QUAD 66 1882 1928 1959 1960 1929 6 1 QUAD 66 1883 1929 1960 1961 1930 6 1 QUAD 66 1884 1930 1961 1962 1931 6 1 QUAD 66 1885 1931 1962 1963 1932 5 1 QUAD 66 1886 1932 1963 1964 1933 5 1 QUAD 66 1887 1933 1964 1965 1934 5 1 QUAD 66 1888 1934 1965 1966 1935 5 1 QUAD 66 1889 1935 1966 1967 1936 5 1 QUAD 66 1890 1936 1967 1968 1937 5 1 QUAD 66 1891 1937 1968 1969 1938 5 1 QUAD 66 1892 1938 1969 1970 1939 5 1 QUAD 66 1893 1939 1970 1971 1940 1 1 QUAD 66 1894 1940 1971 1972 1941 1 1 QUAD 66 1895 1941 1972 1973 1942 1 1 QUAD 66 1896 1942 1973 1974 194.3 1 1 QUAD 66 1897 1943 1974 1975 1944 1 1 QUAD 66 1898 1944 1975 1976 1945 1 1 QUAD 66 1899 1945 1976 1977 1946 1 1 QUAD 66 1900 1946 1977 1978 1947 1 1 QUAD 66 1901 1947 1978 1979 1948 1 1 QUAD 66 1902 1948 1979 1980 1949 1 1 QUAD 66 1903 1949 1980 1981 1950 1 1 QUAD 66 1904 1950 1981 1982 1951 4 6 QUAD 66 1905 1951 1982 1983 1952 4 8 QUAD 66 Project: 13176 - APPENDIX A 16 of 52 6128105 • A1.4 NODAL COORDINATES • • Part A: INPUT DATUM - NODAL COORDINATES X, Y = X and Y coordinates of node N (in) Project: 13176 - APPENDIX A 19 of 52 6128105 X Y 1 -710.0 -396.9 2 -710.0 -378.9 3 -710.0 -360.9 4 -710.0 -342.9 5 -710.0 -324.9 6 -710.0 -306.9 7 -710.0 -288.9 8 -710.0 -270.9 9 -710.0 -252.9 10 - 710.0' -234.9 11 -710.0 -216.9 12 -710.0 -198.9 13 -710.0 -180.9 14 -710.0 -162.9 15 -710.0 -144.9 16 -710.0 -126.9 17 -710.0 -108.9 18 -710.0 -90.9 19 -710.0 -72.9 20 -710.0 -60.9 21 -710.0 -45.67 22 -710.0 -30.44 23 -710.0 -15.21 24 -710.0 0.0 25 -710.0 17.37 26 -710.0 32.96 27 -710.0 46.23 28 -710.0 62.43 29 -710.0 76.1 30 -710.0 88.1 31 -710.0 112.1 32 -686.0 -396.9 33 -686.0 -378.9 34 -686.0 -360.9 35 -686.0 -342.9 36 -686.0 -324.9 37 -686.0 -306.9 38 - 686.0. -288.9 39 -686.0 -270.9 40 -686.0 -252.9 41 -686.0 -234.9 42 -686.0 -216.9 43 -686.0 -198.9 44 -686.0 -180.9 45 -686.0 -162.9 46 -686.0 -144.9 47 -686.0 -126.9 48 -686.0 -108.9 49 -686.0 -90.9 50 -686.0 -72.9 51 -686.0 -60.9 52 -686.0 -45.67 53 -686.0 -30.44 54 -686.0 -15.21 55 -686.0 0.0 56 -686.0 17.37 57 -686.0 32.96 58 -686.0 46.23 59 -686.0 62.43 60 -686.0 76.1 61 -686.0 88.1 62 -686.0 112.1 63 -662.0 -396.9 64 -662.0 -378.9 65 -662.0 -360.9 Project: 13176 - APPENDIX A 19 of 52 6128105 X Y 66 -662.0 -342.9 67 -662.0 -324.9 68 - 662..0 -306.9 69 -662.0 -288.9 70 -662.0 -270.9 71 -662.0 -252.9 72 -662.0 -234.9 73 -662.0 -216.9 74 -662.0 -198.9 75 -662.0 -180.9 76 -662.0 -162.9 77 -662.0 . -144.9 78 -662.0 -126.9 79 -662.0 -108.9 80 -662.0 -90.9 81 -662.0 -72.9 82 -662.0 -60.9 83 -662.0 -45.67 84 -662.0 -30.44 85 -662.0 -15.21 86 -662.0 0.0 87 -662.0 17.37 88 - 662.0' 32.96 89 -662.0 46.23 90 -662.0 62.43 91 -662.0 76.1 92 -662.0 88.1 93 -662.0 112.1 94 -638.0 -396.9 95 -638.0 -378.9 96 -638.0 -360.9 97 -638.0 -342.9 98 -638.0 -324.9 99 -638.0 -306.9 100 -638.0 -288.9 101 -638.0 -270.9 102 -638.0 -252.9 103 -638.0 -234.9 104 -638.0 -216.9 105 -638.0 -198.9 106 -638.0 -180.9 107 -638.0 -162.9 108 -638.0 -144.9 109 -638.0 -126.9 110 -638.0 -108.9 111 -638.0 -90.9 112 -638.0 -72.9 113 -638.0 -60.9 114 -638.0 -45.67 115 -638.0 -30.44 116 -638.0 -15.21 117 -638.0 0.0 118 -638.0 17.37 119 -638.0 32.96 120 -638.0 46.23 121 -638.0 62.43 122 -638.0 76.1 123 - 638.0 88.1 124 -638.0 112.1 125 -614.0 -396.9 126 -614.0 -378.9 127 -614.0 -360.9 128 -614.0 -342.9 129 -614.0 -324.9 130 -614.0 -306.9 Project: 13176 - APPENDIX A 19 of 52 6128105 X Y -614.0 -288.9 -614.0 -270.9 r131 -614.0 -252.9 -614.0 -234.9 -614.0 -216.9 136 -614.0 -198.9 137 -614.0 -180.9 138 -614.0 -162.9 139 -614.0 -144.9 140 -614.0 -126.9 141 -614.0 -108.9 142 -614.0 -90.9 143 -614.0 -72.9 144 -614.0 -60.9 145 -614.0 -45.67 146 - 614.0 -30.44 147 -614.0 -15.21 148 -614.0 0.0 149 -614.0 17.37 150 -614.0 32.96 151 -614.0 46.23 152 -614.0 62.43 153 -614.0 76.1 154 -614.0 88.1 155 -614.0 112.1 156 -590.0 -396.9 157 -590.0 -378.9 158 -590.0 -360.9 159 -590.0 -342.9 160 -590.0 -324.9 161 -590.0 -306.9 162 -590.0 -288.9 163 -590.0 -270.9 164 -590.0 -252.9 165 -590.0 -234.9 166 -590.0 -216.9 167 -590.0 -198.9 168 -590.0 -180.9 169 -590.0 -162.9 170 -590.0 -144.9 171 -590.0 -126.9 172 -590.0 -108.9 173 -590.0 -90.9 174 -590.0 -72.9 175 -590.0 -60.9 176 -590.0 -45.67 177 -590.0 -30.44 178 -590.0 -15.21 179 -590.0 0.0 180 -590.0 17.37 181 -590.0 32.96 182 -590.0 46.23 183 -590.0 62.43 184 -590.0 76.1 185 -590.0 88.1 186 -590.0 112.1 187 -566.0 -396.9 188 -566.0 -378.9 189 -566.0 -360.9 190 -566.0 -342.9 191 -566.0 -324.9 192 - 566.0 -306.9 193 -566.0 -288.9 194 - 566.0 -270.9 195 -566.0 -252.9 Project: 13176 - APPENDIX A 19 of 52 6128105 X Y -566.0 -234.9 -566.0 -216.9 r197 -566.0 -198.9 -566.0 -180.9 -566.0 -162.9 201 -566.0 -144.9 202 -566.0 -126.9 203 -566.0 -108.9 204 -566.0 -90.9 205 -566.0 -72.9 206 -566.0 -60.9 207 -566.0 -45.67 208 -566.0 -30.44 209 -566.0 -15.21 210 -566.0 0.0 211 -566.0 17.37 212 -566.0 32.96 213 -566.0 46.23 214 -566.0 62.43 215 -566.0 76.1 216 -566.0 88.1 217 -566.0 112.1 218 -542.0 -396.9 219 -542.0 -378.9 220 -542.0 -360.9 221 -542.0 -342.9 222 -542.0 -324.9 223 -542.0 -306.9 224 -542.0 -288.9 225 -542.0 -270.9 226 - 542.0 -252.9 227 -542.0 -234.9 228 -542.0 -216.9 229 -542.0 -198.9 230 -542.0 -180.9 231 -542.0 -162.9 232 -542.0 -144.9 233 -542.0 -126.9 234 -542.0 -108.9 235 -542.0 -90.9 236 -542.0 -72.9 237 -542.0 -60.9 238 -542.0 -45.67 239 -542.0 -30.44 240 -542.0 -15.21 241 -542.0 0.0 242 -542.0 17.37 243 -542.0 32.96 244 -542.0 46.23 245 -542.0 62.43 246 -542.0 76.1 247 -542.0 88.1 248 -542.0 112.1 249 -518.0 -396.9 250 -518.0 -378.9 251 -518.0 -360.9 252 -518.0 -342.9 253 -518.0 -324.9 254 -518.0 -306.9 255 -518.0 -288.9 256 -518.0 -270.9 257 -518.0 -252.9 258 -518.0 -234.9 259 -518.0 -216.9 260 - 518.0 -198.9 Project: 13176 - APPENDIX A 19 of 52 6128105 0 • 0 Part A: INPUT DATUM - NODAL COORDINATES X Y 331 -518.0 -180.9 332 -518.0 -162.9 r63 -518.0 -144.9 334 -518.0 -126.9 335 -518.0 -108.9 266 -518.0 -90.9 267 -518.0 -72.9 268 -518.0 -60.9 269 -518.0 -45.67 270 -518.0 -30.44 271 -518.0 -15.21 272 -518.0 0.0 273 -518.0 17.37 274 -518.0 32.96 275 -518.0 46.23 276 -518.0 62.43 277 -518.0 76.1 278 -518.0 88.1 279 -518.0 112.1 280 -494.0 -396.9 281 -494.0 -378.9 282 -494.0 -360.9 283 -494.0 -342.9 284 -494.0 -324.9 285 -494.0 -306.9 286 -494.0 -288.9 287 -494.0 -270.9 288 -494.0 -252.9 289 -494.0 . -234.9 290 -494.0 -216.9 291 -494.0 -198.9 292 -494.0 -180.9 293 -494.0 -162.9 294 -494.0 -144.9 295 -494.0 -126.9 296 -494.0 -108.9 297 -494.0 -90.9 298 -494.0 -72.9 299 -494.0 -60.9 300 -494.0 -45.67 301 -494.0 -30.44 302 -494.0 -15.21 303 -494.0 0.0 304 -494.0 17.37 305 -494.0 32.96 306 -494.0 46.23 307 -494.0 62.43 308 -494.0 76.1 309 -494.0 88.1 310 -494.0 112.1 311 -470.0 -396.9 312 -470.0 -378.9 313 -470.0 -360.9 314 -470.0 -342.9 315 -470.0 -324.9 316 -470.0 -306.9 317 -470.0 -288.9 318 -470.0 -270.9 319 -470.0 -252.9 320 -470.0 -234.9 321 -470.0 -216.9 322 -470.0 -198.9 323 -470.0 -180.9 324 -470.0 -162.9 325 -470.0 -144.9 326 -470.0 -126.9 327 -470.0 -108.9 328 -470.0 -90.9 329 -470.0 -72.9 330 -470.0 -60.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 20 of 52 6128105 X Y 331 -470.0 -45.67 332 -470.0 -30.44 333 -470.0 -15.21 334 -470.0 0.0 335 -470.0 17.37 336 -470.0 32.96 337 -470.0 46.23 338 -470.0 62.43 339 -470.0 76.1 340 -470.0 88.1 341 -470.0 112.1 342 -446.0 -396.9 343 -446.0 -378.9 344 -446.0 -360.9 345 -996.0 -342.9 346 -996.0 -324.9 347 -446.0 -306.9 348 -446.0 -288.9 349 -446.0 -270.9 350 -446.0 -252.9 351 -446.0 -234.9 352 -446.0 -216.9 353 -446.0 -198.9 354 -446.0 -180.9 355 -446.0 -162.9 356 -446.0 -144.9 357 -446.0 -126.9 358 -446.0 -108.9 359 -446.0 -90.9 360 -446.0 -72.9 361 -996.0 -60.9 362 -446.0 -45.67 363 -446.0 - 30.'49 364 -446.0 -15.21 365 -446.0 0.0 366 -446.0 17.37 367 -446.0 32.96 368 -446.0 46.23 369 -446.0 62.43 370 -446.0 76.1 371 -446.0 88.1 372 -446.0 112.1 373 7422.0 -396.9 374 -422.0 -378.9 375 -422.0 -360.9 376 -422.0 -342.9 377 -422.0 -329.9 378 -422.0 -306.9 379. -422.0 -288.9 380 -422.0 -270.9 381 -422.0 -252.9 382 - 422.0. -234.9 383 -422.0 -216.9 384 -422.0 -198.9 385 -422.0 -180.9 386 -422.0 -162.9 387 -422.0 -144.9 388 -422.0 -126.9 389 -422.0 -108.9 390 -422.0 -90.9 391 -422.0 -72.9 392 -422.0 -60.9 393 -422.0 -45.67 394 -422.0 -30.44 395 -422.0 -15.21 396 -422.0 0.0 397 -422.0 17.37 398 -422.0 32.96 399 -422.0 46.23 400 -422.0 62.43 Project: 13176 - APPENDIX A 20 of 52 6128105 X Y 401 -422.0 76.1 402 -422.0 88.1 403 -422.0 112.1 404 -398.0 -396.9 405 -398.0 -378.9 406 -398.0 -360.9 407 -398.0 -342.9 408 -398.0 -324.9 409 -398.0 -306.9 410 -398.0 -288.9 411 -398.0 -270.9 412 -398.0 -252.9 413 -398.0 -234.9 414 -398.0 -216.9 415 -398.0 -198.9 416 -398.0 -180.9 417 -398.0 -162.9 418 -398.0 -144.9 419 -398.0 -126.9 420 -398.0 -108.9 421 -398.0 -90.9 422 -398.0 -72.9 423 -398.0 -60.9 424 -398.0 -45.67 425 -398.0 -30.44 426 -398.0 -15.21 427 -398.0 0.0 428 -398.0 17.37 429 -398.0 32.96 430 -398.0 46.23 431 -398.0 62.43 432 -398.0 76.1 433 - 398.0 88.1 434 -398.0 112.1 435 -374.0 -396.9 436 -374.0 -378.9 437 -374.0 -360.9 438 -374.0 -342.9 439 -374.0 -324.9 440 -374.0 -306.9 441 -374.0 -288.9 442 -374.0 -270.9 443 -374.0 -252.9 444 -374.0 -234.9 445 -374.0 -216.9 446 -374.0 -198.9 447 -374.0 -180.9 448 -374.0 -162.9 449 -374.0 -199.9 450 -374.0 -126.9 451 - 374'.0 -108.9 452 -374.0 -90.9 453 -374.0 -72.9 454 -374.0 -60.9 455 -374.0 -45.67 456 -374.0 -30.44 457 -374.0 -15.21 458 -374.0 0.0 459 -374.0 17.37 460 -374.0 32.96 461 -374.0 46.23 462 -374.0 62.43 463 -374.0 76.1 464 -374.0 88.1 465 -374.0 112.1 466 -350.0 -396.9 467 -350.0 -378.9 468 -350.0 -360.9 469 -350.0 -342.9 470 -350.0 -324.9 Project: 13176 - APPENDIX A 20 of 52 6128105 X Y 471 -350.0 -306.9 472 -350.0 -288.9 473 -350.0 -270.9 474 -350.0 -252.9 475 -350.0 -234.9 476 -350.0 -216.9 477 -350.0 -198.9 478 -350.0 -180.9 479 -350.0 -162.9 480 -350.0 -144.9 481 -350.0 -126.9 482 -350.0 -108.9 483 -350.0 -90.9 484 -350.0 -72.9 485 -350.0 -60.9 486 -350.0 -45.67 487 -350.0 -30.44 488 -350.0 -15.21 489 -350.0 0.0 490 -350.0 17.37 491 -350.0 32.96 492 -350.0 46.23 493 -350.0 62.43 494 -350.0 76.1 495 -350.0 88.1 496 - 350•.0 112.1 497 -326.0 -396.9 498 -326.0 -378.9 499 -326.0 -360.9 500 -326.0 -342.9 501 -326.0 -324.9 502 -326.0 -306.9 503 -326.0 -288.9 504 -326.0 -270.9 505 -326.0 -252.9 506 -326.0 -234.9 507 -326.0 -216.9 508 -326.0 -198.9 509 -326.0 -180.9 510 -326.0 -162.9 511 -326.0 -144.9 512 -326.0 -126.9 513 -326.0 -108.9 514 -326.0 -90.9 515 -326.0 -72.9 516 -326.0 -60.9 517 -326.0 -45.67 518 -326.0 -30.44 519 -326.0 -15.21 520 -326.0 0.0 521 -326.0 17.37 522 -326.0 32.96 523 -326.0 46.23 524 -326.0 62.43 525 -326.0 76.1 526 -326.0 88.1 527 -326.0 112.1 528 -302.0 -396.9 529 -302.0 -378.9 530 -302.0 -360.9 531 -302.0 -342.9 532 -302.0 -324.9 533 -302.0 -306.9 534 -302.0 -288.9 535 -302.0 -270.9 536 -302.0 -252.9 537 -302.0 -234.9 538 -302.0 -216.9 539 -302.0 -198.9 540 -302.0 -180.9 Project: 13176 - APPENDIX A 20 of 52 6128105 • • Part A: INPUT DATUM -NODAL COORDINATES X Y 541 -302.0 -162.9 542 -302.0 -144.9 543 -302.0 -126.9 544 -302.0 -108.9 545 -302.0 -90.9 546 -302.0 -72.9 547 -302.0 -60.9 548 -302.0 -45.67 549 -302.0 -30.44 550 -302.0 -15.21 551 -302.0 0.0 552 -302.0 17.37 553 -302.0 32.96 554 -302.0 46.23 555 -302.0 62.43 556 -302.0 76.1 557 -302.0 88.1 558 -302.0 112.1 559 -278.0 -396.9 560 -278.0 -378.9 561 -278.0 -360.9 562 -278.0 -342.9 563 -278.0 -324.9 564 -278.0 -306.9 565 -278.0 -288.9 566 -278.0 -270.9 567 -278.0 -252.9 568 -278.0 -234.9 569 -278.0 -216.9 570 -278.0 -198.9 571 -278.0 -180.9 572 -278.0 -162.9 573 -278.0 -144.9 574 -278.0 -126.9 575 -278.0 -108.9 576 -278.0 -90.9 577 -278.0 -72.9 578 -278.0 -60.9 579 -278.0 -45.67 580 -278.0 -30.44 581 -278.0 -15.21 582 -278.0 0.0 583 -278.0 17.37 584 -278.0 32.96 585 -278.0 46.23 586 -278.0 62.43 587 -278.0 76.1 588 -278.0 88.1 589 -278.0 112.1 590 -254.0 - 396.9 591 -254.0 -378.9 592 -254.0 -360.9 593 =254.0 -342.9 594 -254.0 -324.9 595 -254.0 -306.9 596 ' -254.0 -288.9 597 -254.0 -270.9 598 -254.0 -252.9 599 -254.0 -234.9 600 -254.0 -216.9 601 -254.0 -198.9 602 -254.0 -180.9 603 -254.0 -162.9 604 -254.0 -144.9 605 -254.0 -126.9 606 -254.0 -108.9 607 -254.0 -90.9 608 -254.0 -72.9 609 -254.0 -60.9 610 -254.0 1 -45.67 Part A: INPUT DATUM -NODAL COORDINATES Project: 13176 - APPENDIX A 21 of 52 6128105 X Y 611 -254.0 -30.44 612 -254.0 -15.21 613 -254.0 0.0 614 - 254.0 17.37 615 -254.0 32.96 616 -254.0 46.23 617 -254.0 62.43 618 -254.0 76.1 619 -254.0 88.1 620 -254.0 112.1 621 -230.0 -396.9 622 -230.0 -378.9 623 -230.0 -360.9 624 -230.0 - 342.9 625 -230.0 -324.9 626 -230.0 -306.9 627 -230.0 -288.9 628 -230.0 -270.9 629 -230.0 -252.9 630 -230.0 -234.9 631 -230.0 -216.9 632 -230.0 -198.9 633 -230.0 -180.9 634 -230.0 -162.9 635 -230.0 -144.9 636 -230.0 -126.9 637 -230.0 -108.9 638 -230.0 -90.9 639 -230.0 -72..9 640 -230.0 -60.9 641 -230.0 -45.67 642 -230.0 -30.44 643 -230.0 -15.21 644 -230.0 0.0 645 -230.0 17.37 646 -230.0 32.96 647 -230.0 46.23 648 -230.0 62.43 649 -230.0 76.1 650 -230.0 88.1 651 -230.0 112.1 652 -206.0 -396.9 653 -206.0 -378.9 654 -206.0 -360.9 655 -206.0 -342.9 656 -206.0 -324.9 657 -206.0 -306.9 658 -206.0 -288.9 659 -206.0 -270.9 660 -206.0 -252.9 661 -206.0 -234.9 662. -206.0 -216.9 663 -206.0 -198.9 664 -206.0 -180.9 665 -206.0 -162.9 666 -206.0 -144.9 667 -206.0 -126.9 668 -206.0 -108.9 669 -206.0 -90.9 670 -206.0 -72.9 671 -206.0 -60.9 672 - 206.0 -45.67 673 -206.0 -30.44 674 -206.0 -15.21 675 -206.0 0.0 676 -206.0 17.37 677 -206.0 32.96 678 -206.0 46.23 679 -206.0 62.43 680 -206.0 1 76.1 Project: 13176 - APPENDIX A 21 of 52 6128105 X Y 681 -206.0 88.1 682 -206.0 112.1 683 -182.0 -396.9 684 -182.0 -378.9 685 -182.0 -360.9 686 -182.0 -342.9 687 -182.0 -324.9 688 -182.0 -306.9 689 -182.0 -288.9 690 -182.0 -270.9 691 -182.0 -252.9 692 -182.0 -234.9 693 -182.0 -216.9 694 -182.0 -198.9 695 -182.0 -180.9 696 -182.0 -162.9 697 -182.0 -144.9 698 -182.0 -126.9 699 -182.0 -108.9 700 -182.0 -90.9 701 -182.0 -72.9 702 -182.0 -60.9 703 -182.0 -45.67 704 -182.0 -30.44 705 -182.0 -15.21 706 -182.0 0.0 707 -182.0 17.37 .708 -182.0 32.96 709 -182.0 46.23 710 -182.0 62.43 711. -182.0 76.1 712 -182.0 88.1 713 -182.0 112.1 714 -164.0 -396.9 715 -164.0 -378.9 716 -164.0 -360.9 717 -164.0 -342.9 718 -164.0 -324.9 719 -164.0 -306.9 720 -164.0 -288.9 721 -164.0 -270.9 722 -164.0 -252.9 723 -164.0 -234.9 724 -164.0 -216.9 725 -164.0 -198.9 726 -164.0 -180.9 727 - 164.0 -162.9 728 -164.0 -144.9 729 -164.0 -126.9 730 -164.0 -108.9 731 -164.0 . -90.9 732 -164.0 -72.9 733 -164.0 -60.9 734 -164.0 -45.67 735 -164.0 -30.44 736 -164.0 -15.21 737 -16470 0.0 738 -164.0 '17.37 739 -164.0 32.96 740 -164.0 46.23 741 -164.0 62.43 742 -164.0 76.1 743 -164.0 88.1 744 -164.0 112.1 745 -155.0 -396.9 746 -155.0 -378.9 747 -155.0 -360.9 748 -155.0 -342.9 749 -155.0 -324.9 750 -155.0 -306.9 Project: 13176 - APPENDIX A 21 of 52 6128105 X Y 751 -155.0 -288.9 752 -155.0 -270.9 753 -155.0 -252.9 754 -155.0 -234.9 755 -155.0 -216.9 756 -155.0 -198.9 757 -155.0 -180.9 758 -155.0 -162.9 759 -155.0 -144.9 760 -155.0 -126.9 761 -155.0 -108.9 762 -155.0 -90.9 763 -155.0 -72.9 764 -155.0 -60.9 765 -155.0 -45.67 766 -155.0 -30.44 767 -155.0 -15.21 768 -155.0 0.0 769 -155.0 8.54 770 -155.0 17.37 771 -155.0 26.96 772 -149.0 -396.9 773 -149.0 -378.9 774 -149.0 -360.9 775 -149.0 -342.9 776 -149.0 -324.9 777 -149.0 -306.9 778 -149.0 -288.9 779 -149.0 - 270.9. 780 -149.0 -252.9 781 -149.0 -234.9 782 - 149.0 -216.9 783 -149.0 -198.9 784 -149.0 -180.9 785 -149.0 -162.9 786 -149.0 -144.9 787 -149.0 -126.9 788 -149.0 -108.9 789 -149.0 -90.9 790 -149.0 -72.9 791 -149.0 -60.9 792 -149.0 -45.67 793 -149.0 -30.44 794 -149.0 -15.21 795 -149.0 0.0 796 -148.5 8.54 797 -147.0 17.37 798 -145.6 32.96 799 -145.6 46.23 800 -145.6 62.43 801 -145.6 76.1 802 -145.6 88.1 803 -145.6 112.1 804 -145.6 27.04 805 -132.0 -396.9 806 -132.0 -378.9 807 -132.0 -360.9 808 -132.0 -342.9 809 -132.0 -324.9 810 -132.0 -306.9 811 -132.0 -288.9 812 -132.0 -270.9 813 -132.0 -252.9 814 -132.0 -234.9 815 -132.0 -216.9 816 -132.0 -198.9 817 -132.0 -180.9 818 -132.0 -162.9 819 -132.0 -144.9 620 -132.0 -126.9 Project: 13176 - APPENDIX A 21 of 52 6128105 1/ u P-J Part A: INPUT DATUM - NODAL COORDINATES X Y 821 -132.0 -108.9 822 -132.0 -90.9 823 -132.0 -72.9 824 -132.0 -60.9 825 -132.0 34.49 826 -132.0 40.65 827 -132.0 46.23 828 -132.0 62.43. 829 -132.0 76.1 830 -132.0 88.1 831 -132.0 112.1 832 -118.8 40.23 833 -118.8 46.23 834 -118.8 62.43 835 -118.8 76.1 836 -118.8 88.1 837 -118.8 112.1 838 -112.0 -396.9 839 -112.0 -378.9 840 -112.0 -360.9 841 -112.0 -342.9 842 -112.0 -324.9 843 -112.0 -306.9 844 -112.0 -288.9 845 -112.0 -270.9 84'6 -112.0 -252.9 847 -112.0 -234.9 848 -112.0 -216.9 849 -112.0 -198.9 850 -112.0 -180.9 851 -112.0 -162.9 852 -112.0 -144.9 853 -112.0 -126.9 854 -112.0 -108.9 855 -112.0 -90.9 856 -112.0 -72.9 857 -112.0 -60.9 858 -104.3 45.72 859 -104.3 51.72 860 -104.3 62.43 861 -104.3 76.1 862 -104.3 88.1 863 -104.3 112.1 864 -92.0 -396.9 865 -92.0 -378.9 866 -92.0 -360.9 867 -92.0 -342.9 868 -92.0 -324.9 869 -92.0 -306.9 870 -92.0 -288.9 871 -92.0 - 270..9 872 -92.0 -252.9 873 -92.0 -234.9 874 -92.0 -216.9 875 -92.0 -198.9 876 -92.0 -180.9 877 -92.0 -162.9 878 -92.0 -144.9 879 -92.0 -126.9 880 -92.0 -108.9 881 -92.0 -90.9 882 -92.0 -72.9 883 -92.0 -60.9 684 -85.0 52.02 885 -85.0 58.02 886 -85.0 62.43 887 -85.0 76.1 888 -85.0 88.1 889 -85.0 112.1 890 -72.0 -396.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 22 of 52 6128105 X Y 961 772.0 -378.9 962 -72.0 -360.9 r93 -72.0 -342.9 964 -72.0 -324.9 965 -72.0 =306.9 896 -72.0 -288.9 897 -72.0 -270.9 898 -72.0 -252.9 899 -72.0 -234.9 900 -72.0 -216.9 901 -72.0 -198.9 902 -72.0 -180.9 903 -72.0 -162.9 904 -72.0 -144.9 905 -72.0 -126.9 906 -72.0 -108.9 907 -72.0 -90.9 908 -72.0 -72.9 909 -72.0 -60.9 910 -68.0 56.43 911 -68.0 62.43 912 -68.0 76.1 913 -68.0 88.1 914 -68.0 112.1 915 -52.0 -396.9 916 -52.0 -378.9 917 -52.0 -360.9 918 -52.0 -342.9 919 -52.0 -324.9 920 -52.0 -306.9 921 -52.0 -288.9 922 -52.0 -270.9 923 -52.0 -252.9 924 -52.0 -234.9 925 -52.0 -216.9 926 -52.0 -198.9 927 -52.0 -180.9 928 -52.0 -162.9 929 -52.0 -144.9 930 -52.0 -126.9 931 -52.0 -108.9 932 -52.0 -90.9 933 -52.0 -72.9 934 -52.0 -60.9 935 -51.0 59.81 936 -51.0 65.81 937 -51.0 76.1 938 -51.0 88.1 939 -51.0 112.1 940 -34.0 62.2 941 -34.0 68.2 942 -34.0 76.1 943 -34.0 88.1 944 -34.0 112.1 945 -32.0 -396.9 946 -32.0 -378.9 947 -32.0 -360.9 948 -32.0 -342.9 949 -32.0 -324.9 950 -32.0 -306.9 951 -32.0 -288.9 952 -32.0 -270.9 953 -32.0 -252.9 954 -32.0 -234.9 955 -32.0 -216.9 956 -32.0 -198.9 957 -32.0 -180.9 958 -32:0 -162.9 959 -32.0 -144.9 960 1 -32.0 -126.9 Project: 13176 - APPENDIX A 22 of 52 6128105 X Y 961 -32.0 -108.9 962 -32.0 -90.9 963 -32.0 -72.9 964 -32.0 -60.9 965 -17.0 63.63 966 -17.0 69.63 967 -17.0 76.1 968 -17.0 88.1 969 -17.0 112.1 970 -12.0 -396.9 971 -12.0 -378.9 972 -12.0 -360.9 973 -12.0 -342.9 974 -12.0 -324.9 975 -12.0 -306.9 976 -12.0 -288.9 977 -12.0 -270.9 978 -12.0 -252.9 979 -12.0 -234.9 980 -12.0 -216.9 981 -12.0 -198.9 982 -12.0 -180.9 983 -12.0 -162.9 984 -12.0 -144.9 985 -12.0 -126.9 986 -12.0 -108.9 987 -12.0 -90.9 988 -12.0 -72.9 989 -12.0 -60.9 990 0.0 64.1 991 0.0 70.1 992 0.0 76.1 993 0.0 88.1 994 0.0 112.1 995 12.0 -396.9 996 12.0 -378.9 997 12.0 -360.9 998 12.0 -342.9 999 12.0 -324.9 1000 12.0 -306.9 1001 12.0 -288.9 1002 12.0 -270.9 1003 12.0 -252.9 1004 12.0 -234.9 1005 12.0 -216.9 1006 12.0 -198.9 1007 12.0 -180.9 1008 12.0 -162.9 1009 12.0 -144.9 1010 12.0 -126.9 1011 12.0 -108.9 1012 .12.0 -90.9 1013 12.0 -72.9 1014 12.0 -60.9 1015 17.0 63.63 1016 17.0 69.63 1017 17.0 76.1 1018 17.0 88.1 1019 17.0 112.1 1020 32.0 -396.9 1021 32.0 -378.9 1022 32.0 -360.9 1023 32.0 -342.9 1024 32.0 - 324.9 1025 32.0 -306.9 1026 32.0 -289.9 1027 32.0 -270:9 1028 32.0 - 252.9. 1029 32.0 -234.9 1030 32.0 -216.9 Project: 13176 - APPENDIX A 22 of 52 6128105 X Y 1031 32.0 -198.9 1032 32.0 -180.9 1033 32.0 -162.9 1034. 32.0 -144.9 1035 32.0 -126.9 1036 32.0 - 108.9. 1037 32.0 -90.9 1038 32.0 -72.9 1039 32.0 -60.9 1040 34.0 62.2 1041 34.0 68.2 1042 34.0 76.1 1043 34.0 88.1 1044 34.0 112.1 1045 51.0 59.81 1046 51.0 65.81 1047 51.0 76.1 1048 51.0 88.1 1049 51.0 112.1 1050 52.0 -396.9 1051 52.0 -378.9 1052 52.0 -360.9 1053 52.0 -342.9 1054 52.0 -324.9 1055 52.0 -306.9 1056 52.0 -288.9 1057 52.0 -270.9 1058 52.0 -252.9 1059 52.0 -234.9 1060 52.0 -216.9 1061 52.0 -198.9 1062 52.0 -180.9 1063 52.0 -162.9 1064 52.0 -144.9 1065 52.0 -126.9 1066 52.0 -108.9 1067 52.0 -90.9 1068 52.0 -72.9 1069 52.0 -60.9 1070 68.0 56.43 1071 68.0 62.43 1072 68.0 76.1 1073 68.0 88.1 1074 68.0 112.1 1075 72.0 -396.9 1076 72.0 -378.9 1077 72.0 -360.9 1078 72.0 -342.9 1079 72.0 -324.9 1080 72.0 -306.9 1081 72.0 -288.9 1082 72.0 -270.9 1083 72.0 -252.9 1084 72.0 -234.9 1085 72.0 -216.9 1086 72.0 -198.9 1087 72.0 -180.9 1088 72.0 -162.9 1089 72.0 -144.9 1090 72.0 -126.9 1091 72.0 -108.9 1092 72.0 -90.9 1093 72.0 -72.9 1094 72.0 -60.9 1095 85.0 52.02 1096 85.0 58.02 1097 85.0 62.43 1098 85.0 76.1 1099 85.0 88.1 1100 85.0 112.1 Project: 13176 - APPENDIX A 22 of 52 6128105 0 0 Part A: INPUT DATUM - NODAL COORDINATES X Y 1101 92.0 -396.9 1102 92.0 -378.9 1103 92.0 -360.9 1104 92.0 -342.9 1105 92.0 -324.9 1106 92.0 -306.9 1107 92.0 -288.9 1108 92.0 -270.9 1109 92.0 -252.9 1110 92.0 -234.9 1111 92.0 -216.9 1112 92.0 -198.9 1113 92.0 -180.9 1114 92.0 - 162.9 1115 92.0 -144.9 1116 92.0 -126.9 1117 92.0 -108.9 1118 92.0 -90.9 1119 92.0 -72.9 1120 92.0 -60.9 1121 104.3 45.72 1122 104.3 51.72 1123 104.3 62.43 1124 104.3 76.1 1125 104.3 88.1 1126 104.3 112.1 1127 112.0 -396.9 1128 112.0 -378.9 1129 112.0 -360.9 1130 112.0 -342.9 1131 112.0 -324.9 1132 112.0 -306.9 1133 112.0 -288.9 1134 112.0 -270.9 1135 112.0 -252.9 1136 112.0 -234.9 1137 112.0 -216.9 1138 112.0 -198.9 1139 112.0 -180.9 1140 112.0 -162.9 1141 112.0 -144.9 1142 112.0 -126.9 1143 112.0 -108.9 1144 112.0 -90.9 1145 112.0 -72.9 1146 112.0 -60.9 1147 118.8 40.23 1148 118.8 46.23 1149 118.8 62.43 1150 118.8 76.1 1151 118.8 88.1 1152 118.8 112.1 1153 132.0 34.49 1154 132.0 40.65 1155 132.0 46.23 1156 132.0 62.43 1157 132.0 76.1 1158 132.0 88.1 1159 132.0 112.1 1160 132.0 -396.9 1161 132.0 -378.9 1162 132.0 -360.9 1163 132.0 -342.9 1164 132.0 -324.9 1165 132.0 -306.9 1166 132.0 -288.9 1167 132.0 -270.9 1168 132.0 -252.9 1169 132.0 -234.9 1170 132.0 -216.9 Part A: INPUT DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 23 of 52 6128105 X Y 1241 132.0 -198.9 1242 132.0 -180.9 r1171 132.0 -162.9 1244 132.0 -144.9 1245 132.0 -126.9 1176 132.0 -108.9 1177 132.0 -90.9 1178 132.0 -72.9 1179 132.0 -60.9 1180 145.6 27.04 1181 145.6 32.96 1182 145.6 46.23 1183 145.6 62.43 1184 145.6 76.1 1185 145.6 88.1 1186 145.6 112.1 1187 147.0 17.37 1188 148.5 8.54 1189 149.0 -396.9 1190 149.0 -378.9 1191 149.0 -360.9 1192 149.0 -342.9 1193 149.0 -324.9 1194 149.0 -306.9 1195 149..0 -288.9 1196 149.0 -270.9 1197 149.0 -252.9 1198 149.0 -234.9 1199 149.0 -216.9 1200 149.0 -198.9 1201 149.0 -180.9 1202 149.0 -162.9 1203 149.0 -144.9 1204 149.0 -126.9 1205 149.0 -108.9 1206 149.0 -90.9 1207 149.0 -72.9 1208 149.0 -60.9 1209 149.0 -45.67 1210 149.0 -30.44 1211 149.0 -15.21 1212 149.0 0.0 1213 155.0 -396.9 1214 155.0 -378.9 1215 155.0 -360.9 1216 155.0 -342.9 1217 155.0 -324.9 1218 155.0 -306.9 1219 155.0 -288.9 1220 155.0 -270.9 1221 155.0 -252.9 1222 15.5.0 -234.9 1223 155.0 -216:9 1224 155.0 -198.9 1225 155.0 -180.9 1226 155.0 -162.9 1227 155.0 -144.9 1228 155.0 -126.9 1229 155.0 -108.9 1230 155.0 -90.9 1231 155.0 -72.9 1232 155.0 -60.9 1233 155.0 -45.67 1234 155.0 -30.44 1235 155.0 -15.21 1236 155.0 0.0 1237 155.0 8.54 1238 155.0 17.37 1239 155.0 26.96 1240 164.0 -396.9 Project: 13176 - APPENDIX A 23 of 52 6128105 X Y 1241 164.0 -378.9 1242 164.0 -360.9 1243 164.0 -342.9 1244 164.0 -324.9 1245 164.0 -306.9 1246 164.0 -288.9 1247 164.0 -270.9 1248 164.0 -252.9 1249 164.0 -234.9 1250 164.0 -216.9 1251 164.0 -198.9 1252 164.0 -180.9 1253 164.0 -162.9 1254 164.0 -144.9 1255 164.0 -126.9 1256 164..0 -108.9 1257 164.0 -90.9 1258 164.0 -72.9 1259 164.0 -60.9 1260 164.0 -45.67 1261 164.0 -30.44 1262 164.0 -15.21 1263 164.0 0.0 1264 164.0 17.37 1265 164.0 32.96 1266 164.0 46.23 1267 164.0 62.43 1268 164.0 76.1 1269 164.0 88.1 1270 164.0 112.1 1271 182.0 -396.9 1272 182.0 -378.9 1273 182.0 -360.9 1274 182.0 -342.9 1275 182.0 -324.9 1276 182.0 -306.9 1277 182.0 -288.9 1278 182.0 -270.9 1279 182.0 -252.9 1280 182.0 -234.9 1281 182.0 -216.9 1282 182.0 -198.9 1283 182.0 -180.9 1284 182.0 -162.9 1285 182.0 -144.9 1286 182.0 -126.9 1287 182.0 -108.9 1288 182.0 -90.9 1289 182.0 -72.9 1290 182.0 -60.9 1291 182.0 -45.67 1292 182.0 -30.44 1293 182.0 -15.21 1294 182.0 0.0 1295 182.0 17.37 1296 182.0 32.96 1297 182.0 46.23 1298 182.0 62.43 1299 182.0 76.1 1300 182.0 88.1 1301 182.0 112.1 1302 206.0 -396.9 1303 206.0 -378.9 1304 206.0 -360.9 1305 206.0 -342.9 1306 206.0 -324.9 1307 206.0 -306.9 1308 206.0 -288.9 1309 206.0 -270.9 1310 206.0 -252.9 Project: 13176 - APPENDIX A 23 of 52 6128105 X Y 206.0 -234.9 206.0 -216.9 r1311 206.0 -198.9 206.0 -180.9 206.0 -162.9 1316 206.0 -144.9 1317 206.0 -126.9 1318 206.0 -108.9 1319 206.0 -90.9 1320 206.0 -72.9 1321 206.0 -60.9 1322 206.0 -45.67 1323 206.0 -30.44 1324 206.0 -15.21 1325 206.0 0.0 1326 206.0 17.37 1327 206.0 32.96 1328 206.0 46.23 1329 206.0 62.43 1330 206.0 76.1 1331 206.0 88.1 1332 206.0 112.1 1333 230.0 -396.9 1334 230.0 -378.9 1335 230.0 -360.9 1336 230.0 -342.9 1337 230.0 -324.9 1338 230.0 -306.9 1339 230.0 -288.9 1340 230.0 -270.9 1341 230.0 -252.9 1342 230.0 -234.9 1343 230.0 -216.9 1344 230.0 -198.9 1345 230.0 -180.9 1346 230.0 -162.9 1347 230.0 -144.9 1348 230.0 -126.9 1349 230.0 -108.9 1350 230.0 -90.9 1351 230.0 -72.9 1352 230.0 -60.9 1353 230.0 -45.67 1354 230.0 -30.44 1355 230.0 -15.21 1356 230.0 0.0 1357 230.0 17.37 1358 230.0 32.96 1359 230.0 46.23 1360 230.0 62.43 1361 230.0 76.1 1362 230.0. 88.1 1363 230.0 112.1 1364 254.0 -396.9 1365 254:0 -378.9 1366 254.0 -360.9 1367 254.0 -342.9 1368 254.0 -324.9 1369 254.0 -306.9 1370 254.0 -288.9 1371 254.0 -270.9 1372 254.0 -252.9 1373 254.0 -234.9 1374 254.0 -216.9 1375 254.0 -198.9 1376 254.0 -180.9 1377 254.0 -162.9 1378 254.0 -144.9 1379 254.0 -126.9 1380 254.0 -108.9 Project: 13176 - APPENDIX A 23 of 52 6128105 0 Part A: INPUT DATUM - NODAL COORDINATES X Y 1381 254.0 -90.9 1382 254.0 -72.9 1383 254.0 -60.9 1384 254.0 -45.67 1385 254.0 -30.44 1386 254.0 -15.21 1387 254.0 0.0 1388 254.0 17.37 1389 254.0 32.96 1390 254.0 46.23 1391 254.0 62.43 1392 254.0 76.1 1393 254.0 88.1 1394 254.0 112.1 1395 278.0 -396.9 1396 278.0 -378.9 1397 278.0 -360.9 1398 278.0 -342.9 1399 278.0 -324.9 1400 278.0 -306.9 1401 278.0 -288.9 1402 278.0 -270.9 1403 278.0 -252.9 1404 278.0 -234.9 1405 278.0 -216.9 1406 278.0 -198.9 1407 278.0 -180.9 1408 278.0 -162.9 1409 278.0 -144.9 1410 278.0 -126.9 1411 278.0 -108.9 1412 278.0 -90.9 1413 278.0 -72.9 1414 278.0 -60.9 1415 278.0 -45.67 1416 278.0 -30.44 1417 278.0 -15.21 1418 278.0 0.0 1419 278.0 17.37 1420 278.0 32.96 1421 278.0 46.23 1422 278.0 62.43 1423 278.0 76.1 1424 278.0 88.1 1425 278.0 112.1 1426 302.0 -396.9 1427 302.0 -378.9 1428 302.0 -360.9 1429 302.0 -342.9 1430 302.0 -324.9 1431 302.0 -306.9 1432 302..0 -288.9 1433 302.0 -270.9 1434 302.0 -252.9 1435 302.0 -234.9 1436 302.0 -216.9 1437 302.0 -198.9 1438 302.0 -180.9 1439 302.0 -162.9 1440 302.0 -144.9 1441 302.0 -126.9 1442 302.0 -108.9 1443 302.0 -90.9 1444 302.0 -72.9 1445 302.0 -60.9 1446 302.0 -45.67 1447 302.0 -30.44 1448 302.0 -15.21 1449 302.0 0.0 1450 302.0 17.37 Part A: INPUT DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 24 of 52 6128105 X Y 1451 302.0 32.96 1452 302.0 46.23 1453 302.0 62.43 1454 302.0 76.1 1455 302.0 88.1 1456 302.0 112.1 1457 326.0 -396.9 1458 326.0 -378.9 1459 326.0 -360.9 1460 326.0 -342.9 1461 326.0 -324.9 1462 326.0 -306.9 1463 326.0 -288.9 1464 326.0 -270.9 1465 326.0 -252.9 1466 326.0 -234.9 1467 326.0 -216.9 1468 326.0 -198.9 1469 326.0 -180.9 1470 326.0 -162.9 1471 326.0 -144.9 1472 326.0 -126.9 1473 326.0 -108.9 1474 326.0 -90.9 1475 326.0 -72.9 1476 326.0 -60.9 1477 326.0 -45.67 1478 326.0 -30.44 1479 326.0 -15.21 1480 326.0 0.0 1481 326.0 17.37 1482 326.0 32.96 1483 326.0 46.23 1484 326.0 62.43 1485 326.0 76.1 1486 326.0 88.1 1487 326.0 112.1 1488 350.0 -396.9 1489 350.0 -378.9 1490 350.0 -360.9 1491 350.0 -342.9 1492 350.0 -324.9 1493 350.0 -306.9 1494 350.0 -288.9 1495 350.0 -270.9 1496 350.0 -252.9 1497 350.0 -234.9 1498 350.0 -216.9 1499 350.0 -398.9 1500 350.0 -180.9 1501 350.0 -162.9 1502 350.0 -144.9 1503 350.0 -126.9 1504 350.0 -108.9 1505 350.0 -90.9 1506 350.0 -72.9 1507 350.0 -60.9 1508 350.0 -45.67 1509 350.0 -30.44 1510 350.0 -15.21 1511 350.0 0.0 1512 350.0 17.37 1513 350.0 32.96 1514 350.0 46.23 1515 350.0 62.43 1516 350.0 76.1 1517 350.0 88.1 1518 350.0 112.1 1519 374.0 -396.9 1520 374.0 -378.9 Project: 13176 - APPENDIX A 24 of 52 6128105 X Y 1521 374.0 -360.9 1522 374.0 -342.9 1523 374.0 -324.9 1524 374.0 -306.9 1525 374.0 -288.9 1526 374.0 -270.9 1527 374.0 -252.9 1528 374.0 -234.9 1529 374.0 -216.9 1530 374.0 -198.9 1531 374.0 -180.9 1532 374.0 -162.9 1533 374.0 -144.9 1534 374.0 -126.9 1535 374.0 -108.9 1536 374.0 -90.9 1537 374.0 -72.9 1538 374.0 -60.9 1539 374.0 -45.67 1540 374.0 -30.44 1541 374.0 -15.21 1542 374.0 0.0 1543 374.0 17.37 1544 374.0 32.96 1545 374.0 46.23 1546 374.0 62.43 1547 374.0 76.1 1548 374.0 88.1 1549 374.0 112.1 1550 398.0 -396.9 1551 398.0 -378.9 1552 398.0 -360.9 1553 398.0 -342.9 1554 398.0 -324.9 1555 398.0 -306.9 1556 398.0 -288.9 1557 398.0 -270.9 1558 398.0 -252.9 1559 398.0 -234.9 1560 398.0 -216.9 1561 398.0 -198.9 1562 398.0 -180.9 1563 398.0 -162.9 1564 398.0 -144.9 1565 398.0 -126.9 1566 398.0 -108.9 1567 398.0 -90.9 1568 398.0 -72.9 1569 398.0 -60.9 1570 398.0 -45.67 1571 398.0 -30.44 1572 398.0 -15.21 1573 398.0 0.0 1574 398.0 17.37 1575 398.0 32.96 1576 398.0 46.23 1577 398.0 62.43 1578 398.0 76.1 1579 398.0 88.1 1580 398.0 112.1 1581 422.0 -396.9 1582 422.0 -378.9 1583 422.0 -360.9 1584 422.0 -342.9 1585 422.0 -324.9 1586 422.0 -306.9 1587 422.0 - 288.9 1588 422.0 -270.9 1589 422.0 -252.9 1590 422.0 -234.9 Project: 13176 - APPENDIX A 24 of 52 6128105 X Y 1591 422.0 -216.9 1592 422.0 -198.9 1593 422.0 -180.9 1594 422.0 -162.9 1595 422.0 -144.9 1596 422.0 -126.9 1597 422.0 -108.9 1598 422.0 -90.9 1599 422.0 -72.9 1600 422.0 -60.9 1601 422.0 -45.67 1602 422.0 -30.44 1603 422.0 -15.21 1604 422.0 0.0 1605 422.0 17.37 1606 422.0 32.96 1607 422.0 46.23 1608 422.0 62.43 1609 422.0 76.1 1610 422.0 88.1 1611 422.0 112.1 1612 446.0 -396.9 1613 446.0 -378.9 1614 446.0 -360.9 1615 446.0 -342.9 1616 446.0 -324.9 1617 446.0 -306.9 1618 446.0 -288.9 1619 446.0 -270.9 1620 446.0 -252.9 1621 446.0 -234.9 1622 446.0 -216.9 1623 446.0 -198.9 1624 446.0 -180.9 1625 446.0 -162.9 1626 446.0 -144.9 1627 446.0 -126.9 1628 446.0 -108.9 1629 446.0 -90.9 1630 446.0 -72.9 1631 446.0 -60.9 1632 446.0 -45.67 1633 446.0 -30.44 1634 446.0 -15.21 1635 446.0 0.0 1636 446.0 17.37 1637 446.0 32.96 1638 446.0 46.23 1639 446.0 62.43 1640 446.0 76.1 1641 446.0 88.1 1642 446.0 112.1 1643 470.0 -396.9 1644 470.0 -378.9 1645 470.0 -360.9 1646 470.0 -342.9 1647 470.0 -324.9 1648 470.0 -306.9 1649 470.0 -288.9 1650 470.0 -270.9 1651 470.0 -252.9 1652 470.0 -234.9 1653 470.0 -216.9 1654 470.0 -198.9 3.655 470.0 - 18'0.9 1656 470.0 -162.9 1657 470.0 -144.9 1658 470.0 -126.9 1659 470.0 -108.9 1660 470.0 1 -90.9 Project: 13176 - APPENDIX A 24 of 52 6128105 0 • • Part A: INPUT DATUM - NODAL COORDINATES X Y 970.0 -72.9 470.0 -60.9 r1661 470.0 -45.67 470.0 -30.44 470.0 -15.21 1666 470.0 0.0 1667 470.0 17.37 1668 470.0 32.96 1669 470.0 46.23 1670 470.0 62.43 1671 470.0 76.1 1672 4.70.0 88.1 1673 470.0 112.1 1674 494.0 -396.9 1675 494.0 -378.9 1676 494.0 -360.9 1677 494.0 -342.9 1678 494.0 -324.9 1679 494.0 -306.9 1680 494.0 -288.9 1681 494.0 -270.9 1682 494.0 -252.9 1683 494.0 -234.9 1684 494.0 -216.9 1685 494.0 -198.9 1686 494.0 - 180.9' 1687 494.0 -162.9 1688 494.0 -144.9 1689 494.0 -126.9 1690 494.0 -108.9 1691 494.0 -90.9 1692 494.0 -72.9 1693 494.0 -60.9 1694 494.0 -45.67 1695 494.0 -30.44 1696 494.0 -15.21 1697 494.0 0.0 1698 494.0 17.37 1699 494.0 32.96 1700 494.0 46.23 1701 494.0 62.43 1702 494.0 76.1 1703 494.0 88.1 1704 494.0 112:1 1705 518.0 -396.9 1706 518.0 -378.9 1707 518.0 -360.9 1708 518.0 -342.9 1709 518.0 -324.9 1710 518.0 -306.9 1711. 518.0 -288.9 1712 518.0 -270.9 1713 518.0 -252.9 1714 518.0 -234.9 1715 518.0 -216.9 1716 518.0 -198.9 1717 518.0 -180.9 1718 518.0 -162.9 1719 518.0 -144.9 1720 518.0 -126.9 1721 518.0 -108.9 1722 518.0 -90.9 1723 518.0 -72.9 1724 518.0 -60.9 1725 518.0 -45.67 1726 518.0 -30.44 1727 518.0 -15.21 1728 518.0 0.0 1729 518.0 17.37 1730 518.0 32.96 Part A: INPUT DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 25 of 52 6/28/05 X Y 518.0 46.23 518.0 62.43 r1731 518.0 76.1 518.0 88.1 518.0 112.1 1736 542.0 -396.9 1737 542.0 -378.9 1738 542.0 -360.9 1739 542.0 -342.9 1740 542.0 -324.9 1741 542.0 -306.9 1742 542.0 -288.9 1743 542.0 -270.9 1744 542.0 -252.9 1745 542.0 -234.9 1746 542.0 -216.9 1747 542.0 -198.9 1748 542.0 -180.9 1749 542.0 -162.9 1750 542.0 -144.9 1751 542.0 -126.9 1752 542.0 -108.9 1753 542.0 -90.9 1754 542.0 -72.9 1755 542.0 -60.9 1756 542.0 -45.67 1757 542.0 -30.44 1758 542.0 -15.21 1759 542.0 0.0 1760 542.0 17.37 1761 542.0 32.96 1762 542.0 46.23 1763 542.0 62.43 1764 542.0 76.1 1765 542.0 88.1 1766 542.0 112.1 1767 566.0 -396.9 1768 566.0 -378.9 1769 566.0 -360.9 1770 566.0 -342.9 1771 566.0 -324.9 1772 566.0 -306.9 1773 566.0 -288.9 1774 566.0 -270.9 1775 566.0 -252.9 1776 566.0 -234.9 1777 566.0 -216.9 1778 566.0 -198.9 1779 566.0 -180.9 1780 566.0 -162.9 1781 566.0 -144.9 1782 566.0 -126.9 1783 566.0 -108.9 1784 566.0 -90.9 1785 566.0 -72.9 1786 566.0 -60.9 1787 566.0 -45.67 1788 566.0 -30.44 1789 566.0 -15.21 1790 566.0 0.0 1791 566.0 17.37 1792 566.0 32.96 1793 566.0 46.23 1794 566.0 62.43 1795 566.0 76.1 1796 566.0 88.1 1797 566.0 112.1 1798 590.0 -396.9 1799 590.0 -378.9 1800 590.0 -360.9 Project: 13176 - APPENDIX A 25 of 52 6/28/05 X Y 590.0 -342.9 590.0 -324.9 r80 590.0 -306.9 590.0 -288.9 590.0 -270.9 1806 590.0 -252.9 1807 590.0 -234.9 1808 590.0 -216.9 1809 590.0 -198.9 1810 590.0 -180.9 .1811 590.0 -162.9 1812 590.0 -144.9 1813 590.0 -126.9 1814 590.0 -108.9 1815 590.0 -90.9 1816 590.0 -72.9 1817 590.0 -60.9 ].818 590.0 -45.67 1819 590.0 -30.44 1820 590.0 -15.21 1821 590.0 0.0 1822 590.0 17.37 1823 590.0 32.96 1824 590.0 46.23 1825 590.0 62.43 1826 590.0 76.1 1827 590.0 88.1 1828 590.0 112.1 1829 614.0 -396.9 1830 614.0 -378.9 1831 614.0 -360.9 1832 614.0 -342.9 1833 614.0 -324.9 1834 614.0 -306.9 1835 614.0 -288.9 1836 614.0 -270.9 1837 614.0 -252.9 1838 614.0 -234.9 1839 614.0 -216.9 1840 614.0 -198.9 1841 614.0 -180.9 1842 614.0 -162.9 1843 614.0 -144.9 1844 614.0 -126.9 1845 614.0 -108.9 1846 614.0 -90.9 1847 614.0 -72.9 1848 614.0 -60.9 1849 614.0 -45.67 1850 614.0 -30.44 1851 614.0 -15.21 1852 614.0 0.0 1853 614.0 17.37 1854 614.0 32.96 1855 614.0 46.23 1856 614.0 62.43 1857 614.0 76.1 1858 614.0 88.1 1859 614.0 112.1 1860 638.0 -396.9 1861 638.0 -378.9 1862 638.0 -360.9 1863 638.0 -342.9 1864 638.0 -324.9 1865 638.0 -306.9 1866 638.0 -288.9 1867 638.0 -270.9 1868 638.0 -252.9 1869 638.0 -234.9 1870 638.0 -216.9 Project: 13176 - APPENDIX A 25 of 52 6/28/05 X Y 638.0 -198.9 638.0 -180.9 r1873 638.0 -162.9 638.0 -144.9 638.0 -126.9 1876 638.0 -108.9 1877 638.0 -90.9 1878 638.0 -72.9 1879 638.0 -60.9 1880 638.0 -45.67 1881 638.0 -30.44 1882 638.0 -15.21 1883 638.0 0.0 1884 638.0 17.37 1885 638.0 32.96 1886 638.0 46.23 1887 638.0 62.43 1888 638.0 76.1 1889 638.0 88.1 1890 638.0 112.1 1891 662.0 -396.9 1892 662.0 -378.9 1893 662.0 -360.9 1894 662.0 -342.9 1895 662.0 -324.9 1896 662.0 -306.9 1897 662.0 -288.9 1898 662.0 -270.9 1899 662.0 -252.9 1900 662.0 -234.9 1901 662.0 -216.9 1902 662.0 -198.9 1903 662.0 -180.9 1904 662.0 -162.9 1905 662.0 -144.9 1906 662.0 -126.9 1907 662.0 -108.9 1908 662.0 -90.9 1909 662.0 -72.9 1910 662.0 -60.9 1911 662.0 -45.67 1912 662.0 -30.44 1913 662.0 -15.21 1914 662.0 0.0 1915 662.0 17.37 1916 662.0 32.96 1917 662.0 46.23 1918 662.0 62.43 1919 662.0 76.1 1920 662.0 88.1 1921 662.0 112.1 1922 686.0 -396.9 1923 686.0 -378.9 1924 686.0 -360.9 1925 686.0 -342.9 1926 686.0 -324.9 1927 686.0 -306.9 1928 686.0 -288.9 1929 686.0 -270.9 1930 686.0 -252.9 1931 686.0 -234.9 1932 686.0 -216.9 1933 686.0 -198.9 1934 686.0 -180.9 1935 686.0 -162.9 1936 686.0 -144.9 1937 686.0 -126.9 1938 686.0 -108.9 1939 686.0 =90.9 1940 686.0 -72.9 Project: 13176 - APPENDIX A 25 of 52 6/28/05 0, Part A: INPUT. DATUM - NODAL COORDINATES Project: 13176 - APPENDIX A 26 of 52 6128105 X Y 1941 686.0 -60.9 1942 686..0 -45.67 1943 686.0 -30.44 1944 686.0 -15.21 1945 686.0 0.0 1946 686.0 17.37 1947 686.0 32.96 1948 686.0 46.23 1949 686.0 62.43 1950 686.0 76.1 1951 686.0 88.1 1952 686.0 112.1 1953 710.0 -396.9 1954 710.0 -378.9 1955 710.0 -360.9 1956 710.0 -342.9 1957 710.0 -324.9 1958 710.0 -306.9 1959 710.0 -288.9 1960 710.0 -270.9 1961 710.0 -252.9 1962 710.0 -234.9 1963 710.0 -216.9 1964 710.0 -198.9 1965 710.0 -180.9 1966 710.0 -162.9 1967 710.0 -144.9 1968 710.0 -126.9 1969 710.0 -108.9 1970 710.0 -90.9 1971 710.0 -72.9 1972 710.0 -60.9 1973 710.0 -45.67 1974 710.0 -30.44 1975 710.0 -15.21 1976 710.0 0.0 1977 710.0 17.37 1978 710.0 32.96 .1979 710.0 46.23 1980 710.0 62.43 1981 710.0 76.1 1982 710.0 88.1 1983 710.0 112.1 Project: 13176 - APPENDIX A 26 of 52 6128105 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: 13176 - APPENDIX A 27 of 52 6/28/05 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: 13176 - APPENDIX A 27 of 52 6/28/05 Z 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 993 7 F =0.0 F = -7.66 0.0 F 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 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 1240 1 D =0.0 D =0.0 0.0 D 1271 1 D =0.0 D =0.0 0.0 D 1302 1 D =0.0 D =0.0 0.0 D 1333 1 D =0.0 D =0.0 0.0 D 1364 1 D =0.0 D =0.0 0.0 D 1395 1 D =0.0 'D =0.0 0.0 D 1426 1 D =0.0 D =0.0 0.0 D 1457 1 D =0.0 D =0.0 0.0 D 1488 1 D =0.0 D =0.0 0.0 D 1519 1 D =0.0 D =0.0 0.0 D 1550 1 D =0.0 D =0.0 0.0 D 1581 1 D =0.0 D =0.0 0.0 D 1612 1 D =0.0 D =0.0 0.0 D 1643 1 D =0.0 D =0.0 0.0 D 1674 1 D =0.0 D =0.0 0.0 D 1705 1 D =0.0 D =0.0 0.0 D 1736 1 D =0.0 D =0.0 0:0 D 1767 1 D =0.0 D =0.0 0.0 D 1798 1 D =0.0 D =0.0 0.0 D 1829 1 D =0.0 D =0.0 0.0 D 1860 1 D =0.0 D =0.0 0.0 D 1891 1 D =0.0 D =0.0 0.0 D 1922 1 D =0.0 D =0.0 0.0 D 1953 . 1 D =0.0 D =0.0 0.0 D 1954 1 D =0.0 F =0.0 0.0 D 1955 1 D =0.0 F =0.0 0.0 D 1956 1 D =0.0 F =0.0 0.0 D 1957 1 D =0.0 F =0.0 0.0 D 1958 1 D =0.0 F =0.0 0.0 D 1959 1 D =0.0 F =0.0 0.0 D 1960 1 D =0.0 F =0.0 0.0 D 1961 1 D =0.0 F =0.0 0.0 D 1962 1 D =0.0 F =0.0 0.0 D 1963 1 D =0.0 F =0.0 0.0 D 1964 1 D =0.0 F =0.0 0.0 D 1965 1 D =0.0 F =0.0 0.0 D 1966 1 D =0.0 F =0.0 0.0 D 1967 1 D =0.0 F =0.0 0.0 D 1968 1 D =0.0 F =0.0 0.0 D 1969 1 D =0.0 F =0.0 0.0 D 1970 1 D =0.0 F =0.0 0.0 D 1971 1 D =0.0 F =0.0 0.0 D 1972 1 D =0.0 F =0.0 0.0. D 1973 1 D' =0.0 F =0.0 0.0 D 1974 1 D =0.0 'F =0.0 0.0 D 1975 1 D =0.0 F =0.0 0.0 D 1976 1 D =0.0 F =0.0 0.0 D Project: 13176 - APPENDIX A 27 of 52 6/28/05 • Part A: INPUT DATUM - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING Project: 13176 - APPENDIX A 28 of 52 6128105 I X Y XY RT 1977 1 D =0.0 F =0.0 0.0 D 1978 1 D =0.0 F =0.0 0.0 D 1979 1 D =0.0 F =0.0 0.0 D 1980 1 D =0.0 F =0.0 0.0 D 1981 1 D =0.0 F =0.0 0.0 D 1982 6 D =0.0 F =0.0 0.0 D 1983 8 1 D =0.0 IF =0.0 10.0 ID Project: 13176 - APPENDIX A 28 of 52 6128105 Part A: INPUT DATUM - BEAM ELEMENTS CONNECTIVITY MATRIX * * * * * * * MESH DATA HAS BEEN SAVED * * * * * * * A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX * * * * * * FOR MESH GENERATION OF • CON /SPAN ARCH CULVERT COUNTERCLOCKWISE (BACK) TO A NODE ARE IDENTIFIED THE NUMBER OF DATA ERRORS IS----- - - - - -- 0 BEAM -NODE CONNECTED THE NUMBER OF SOIL MATERIALS IS-- - - - - -- 6, THE NUMBER OF PIPE MATERIALS IS-- - - - - -- 32 2 THE NUMBER OF INTERFACE MATERIALS IS - -- 0 4 3 BAND WIDTH ESTIMATE (MAX) -------- - - - - -- 172 * * * * * * * MESH DATA HAS BEEN SAVED * * * * * * * A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX Project: 13176 - APPENDIX A 29 of 52 6128105 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 Project: 13176 - APPENDIX A 29 of 52 6128105 Part A: INPUT DATUM - MATERIAL CHARACTERIZATION FOR SOILS A1.7 MATERIAL CHARACTERIZATION FOR SOILS • Project: 13176 - APPENDIX A 30 of 52 6128105 PROPERTIES FOR MATERIAL 1 * * * * * * ** DENSITY = 0.0 PCF YOUNGS MODULUS= 3000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 40=8.0 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 • Project: 13176 - APPENDIX A 30 of 52 6128105 0 • Part A: LOAD INCREMENT 1: Dead Load of Structure - STRUCTURAL RESPONSE OF BRIDGE 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: 13176 - APPENDIX A 31. of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.01 -.08 0.0 0.92 0.0 -2.9 0.78 0.0 -.78 -2.81 2(792) -.02 -.08 0.0 0.92 -.99 -2.73 0.78 0.0 -.78 -2.64 3(793) -.03 -.08 0.0 0.93 -1.99 -2.56 0.78 0.0 -.78 -2.47 4(794) -.03 -.08 0.0 0.92 -2.98 -2.39 0.78 0.0 -.78 -2.31 5(795) -.03 -.08 -.02 0.94 -3.98 -2.26 0.72 6.5 -.78 -2.17 6(796) -.03 -.08 -.13 1.06 -4.45 -2:19 0.54 7.16 -.78 -2.06 7(797) -.03 -.09 -.21 1.37 -4.77 -2.08 0.46 0.0 -.78 -1.91 8(804) -.02 -.09 -.99 1.12 -5.17 -1.75 -.3 0.0 -.78 -1.68 9(825) -.02 -.09 -1.14 0.56 -3.76 -1.4 -1.06 0.0 -.78 -1.45 10(832) -.02 -.1 -.91 0.37 -2.54 -1.24 -.97 0.0 -.78 -1.27 11(858) -.01 -.11 -.88 0.31 -1.35 -1.13 -.85 0.0 -.78 -1.07 12(884) -.01 -.13 -.9 0.27 -.04 -1.03 -.71 0.0 -.78 -.86 13(910) 0.0 -.14 -.92 0.21 0.89 -.94 -.57 0.0 -.78 -.66 14(935) 0.0 -.15 -.91 0.15 1.61 -.87 -.43 0.0 -.78 -.47 15(940) 0.0 -.16 -.92 0.1 2.12 -.82 -.29 0.0 -.78 -.28 16(965) 0.0 -.17 -.92 0.05 2.42 -.8 -.14 4.83 -.78 -.09 17(990) 0.0 -.18 -.92 0.0 2.53 -.79 0.0 5.68 -.78 0.09 18(1015) 0.0 -.17 -.92 -.05 2.42 -.8 0.14 4.83 -.78 0.28 19(1040) 0.0 -.16 -.91 -.1 2.12 -.82 0.29 0.0 -.78 0.47 20(1045) 0.0 -.15 -.92 -.15 1.6 -.87 0.43 0.0 -.78 0.66 21(1070) 0.0 -.14 -.92 -.21 0.89 -.94 0.57 0.0 -.78 0.86 22(1095) 0.01 -.13 -.9 -.27 -.04 -1.03 0.71 0.0 -.78 1.07 23(1121) 0.01 -.11 -.88 -.31 -1.36 -1.13 0.85 0.0 -.78 1.27 24(1147) 0.02 -.1 -.91 -.37 -2.54 -1.24 0.97 0.0 -.78 1.45 25(1153) 0.02 -.09 -1.14 -.56 -3.76 -1.4 1.06 0.0 -.78 1.68 26(1180) 0.02 -.09 -1.0 -1.14 -5.17 -1.75 0.3 0.0 -.78 1.91 27(1187) 0.03 -.09 -.21 -1.36 -4.77 -2.08 -.46 0.0 -.78 2.06 28(1188) 0.03 -.08 -.12 -1.04 -4.45 -2.19 -.54 7.16 -.78 2.17 29(1212) 0.03 =.08 -.02 -.94 -3.98 -2.26 -.72 6.5 -.78 2.31 30(1211) 0.03 -.08 0.0 -.92 -2.99 -2.39 -.78 0.0 -.78 2.47 31(1210) 0.03 -.08 0.0 -.92 -1.99 -2.56 -.78 0.0 -.78 2.64 32(1209) 0.02 -.08 0.0 -.93 -1.0 -2.73 -.78 0.b -.78 2.81 33 (1208) 0.01 -.08 0.0 -.93 0.0 -2.9 -.78 0.0 Project: 13176 - APPENDIX A 31. of 52 6128105 9. 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: 13176 - APPENDIX A 32 of 52 6128105 FSI FSO FC FV 1 - 193.84 - 193.81 -22.58 8.11 2 - 506.46 77.77 -77.96 8.11 3 - 819.08 349.41 - 133.35 8.12 4 - 1131.7 621.02 - 188.74 8.11 5 - 1771.7 8569.0 - 542.08 7.48 6 - 1827.2 8412.9 - 498.06 5.0 7 - 985.49 669.67 - 146.75 3.14 8 - 559.15 398.43 -76.5 -1.34 9 - 961.86 671.91 -150.7 -8.53 10 - 857.63 552.02 - 142.85 -9.53 11 - 516.57 278.52 -85.99 -8.76 12 -78.68 -56.19 -9.9 -7.31 13 208.5 - 292.74 -55.16 -5.86 14 429.58 - 504.46 -98.0 -4.42 15 587.66 - 643.09 - 126.62 -2.96 16 .3511.8 -842.2 - 281.03 -1.48 17 4865.1 - 643.92 - 306.46 0.01 18 3509.5 - 841.72 - 280.86 1.49 19 586.84 - 642.36 - 126.47 2.97 20 428.58 - 503.58 -97.82 4.43 21 207.19 - 291.66 -54.93 5.87 22 -80.1 -55.02 -10.15 7.31 23 - 518..03 279.66 -86.24 8.76 24 - 859.02 553.14 - 143.09 9.53 25 - 962.69 672.64 - 150.83 8.53 26 - 559.46 398.63 =76.54 1.34 27 - 986.14 670.02 - 146.84 -3.14 28 - 1828.3 8418.3 - 498.37 -5.0 29 - 1772:5 8574.3 - 542.37 -7.48 30 - 1132.3 621.46 - 188.84 -8.12 31 - 819.48 .349.75 - 133.42 -8.12 32 - 506.63 77.96 -77.99 -8.12 33 - 193.87 - 193.85 -22.58 -8.12 Project: 13176 - APPENDIX A 32 of 52 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 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: 13176 - APPENDIX A 33 of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.02 -.11 -.42 1.56 0.0 -3.15 0.71 0.0 -.75 -3.0 2(792) -.03 -.11 -.42 1.56 -.95 -2.86 0.78 0.0 -.82 -2.72 3(793) -.03 -.11 0.25 1.34 -1.99 -2.6 0.8 0.0 -.78 -2.47 4(794) -.04 -.11 0.0 0.92 -2.97 -2.39 0.78 0.0 -.78 -2.31 5(795) -.04 -.11 -.02 0.93 -3.96 -2.26 0.71 6.5 -.78 -2.17 6(796) -.03 -.11 -.13 1.07 -4.42 -2.19 0.54 7.15 -.78 -2.06 7(797) -.03 -.11 -.21 1.36 -4.73 -2.08 0.45 0.0 -.78 -1.91 8(804) -.03 -.11 -.99 1.12 -5.13 -1.74 -.31 0.0 -.78 -1.68 9(825) -.02 -.12 -1.14 0.56 -3.71 -1.39 -1.06 0.0 -.78 -1:45 10(832) -.02 -.13 -.92 0.37 -2.49 -1.23 -.97 0.0 -.78 -1.27 11(858) -.01 -.14 -.88 0.31 -1.3 -1.12 -.85 0.0 -.78 -1.07 12(884) -.01 -.16 -.9 0.27 0.01 -1.02 -.71 0.0 -.78 -.86 13(910) 0.0 -.17 -.92 0.21 0.95 -.93 -.57 0.0 -.78 -.66 14(935) 0.0 -.18 -.91 0.15 1.67 -.86 -.43 0.0 -.78 -.47 15(940) 0.0 -.19 -.92 0.1 2.18 -.82 -.29 0.0 -.78 -.28 16(965) 0.0 -.2 -.92 0.05 2.49 -.79 -.14 4.88 -.78 -.09 17(990) 0.0 -.21 -.92 0.0 2.59 -.78 0.0 5.71 -.78 0.09 18(1015) 0.0 -.2 -.92 -.05 2.48 -.79 0.14 4.88 -.78 0.28 19(1040) 0.0 -.19 -.91 -.1 2.18 -.82 0.29 0.0 -.78 0.47 20(1045) 0.0 -.18 -.92 -.15 1.66 -.86 0.43 0.0 -.78 0.66 21(1070) 0.0 -.17 -.92 -.21 0.94 -.93 0.57 0.0 -.78 0.86 22(1095) 0.01 -.16 -.9 -.27 0.01 -1.02 0.71 0.0 -.78 1.07 23(1121) 0.01 -.14 -.88 -.31 -1.31 -1.12 0.85 0.0 -.78 1.27 ?4 (1147) 0.02 -.13 -.91 -.37 -2.49 -1.23 0.97 0.0 -.78 1.45 25(1153) 0.02 -.12 -1.14 -.56 -3.72 -1.39 1.06 0.0 -.78 1.68 26(1180) 0.03 -.11 -1.0 -1.14 -5.13 -1.74 0.31 0.0 -.78 1.91 27(1187) 0.03 -.11 -.21 -1.36 -4.74 -2.08 -.45 0.0 -.78 2.06 28 (1188) 0.03 -.11 -.12 -1.04 -4.43 -2.19 -.54 7.15 -.78 2.17 29(1212) 0.04 -.11 -.02 -.94 -3.96 -2.26 -.71 6.5 -.78 2.31 30(1211) 0.04 7.11 0.0 -.92 -2.98 -2.39 -.78 0.0 -.78 2.47 31(1210) 0.03 -.11 0.25 -1.33 -1.99 -2.6 -.8 0.0 -.82 2.72 32(1209) 0.03 -.11 -.42 -1.57 -.95 -2.86 -.78 0.0 -.75 3.0 33 (1208) 0.02 -.11 -.42 -1.57 0.0 -3.15 -.71 0.0 Project: 13176 - APPENDIX A 33 of 52 6128105 10 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: 13176 - APPENDIX A 34 of 52 6128105 PSI FSO FC FV 1 - 210.65 - 230.63 -24.59 7.33 2 - 499.75 56.24 -76.27 8.12 3 - 821.63 346.94 - 133.65 8.27 4 - 1128.5 618.38 - 188.16 8.03 5 - 1764.5 8523.3 - 539.53 7.39 6 - 1818.3 8361.8 - 495.35 4.92 7 - 979.48 .664.56 - 145.83 3.09 8 - 555.28 395.16 -75.96 -1.37 9 - 951.29 663.71 - 149.03 -8.56 10 - 892.75 540.8 - 140.32 11 - 499.69 265.83 -83.05 -8.78 12 -61.68 -69.91 -8.49 13 226.38 =307.2 -58.2 -5.88 14 448.18 - 520.46 - 101.32 -4.93 15 606.73 -659.5 - 130.02 16 3604.7 - 860.51 - 287.89 -1.99 17 4988.8 - 655.85 - 313.54 0.01 18 3602.3 -860.0 - 287.65 1.5 19 605.85 - 658.72 - 129.86 2.97 20 447.12 - 519.54 - 101.13 4.44 21 225.0 - 306.06 -57.96 5.88 22 -63.16 -68.68 -8.23 7.33 23 - 501.15 267.01 -83.32 8.78 24 -844.2 541.97 - 140.57 9.55 25 - 952.19 664.44 - 149.16 8.55 26 - 555.61 395.39 - 76.01 1.37 27 - 980.16 664.95 - 195.93 -3.08 28 - 1819.4 8367.5 - 995.67 -4.93 29 - 1765.3 8528.9 - 539.83 -7.4 30 - 1129.1 618.83 - 188.27 -8.04 31 - 822.06 347.28 - 133.72 32 - 499.93 56.4 -76.3 -8.12. 33 - 210.71 - 210.68 -29.55 -7.33 Project: 13176 - APPENDIX A 34 of 52 6128105 Part A: LOAD INCREMENT 3: Backfill to 213 -Leg - STRUCTURAL RESPONSE OF BRIDGE I* 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 fttK /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: 13176 - APPENDIX A 35 of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.02 -.15 -1.18 2.16 0.0 -3.73 0.49 0.0 -.59 -3.54 2(792) -.03 -.15 -1.18 2.16 -.75 -3.34 0.7 0.0 -.81 -3.14 3(793) -.03 -.15 -.2 2.16 -1.78 -2.94 0.83 0.0 -.85 -2.75 4(794) -.04 -.15 -.16 1.84 -2.85 -2.58 0.86 0.0 -.88 -2.41 5(795) -.04 -.15 0.69 1.68 -3.96 -2.31 0.76 6.49 -.77 -2.17 6(796) -.03. -.15 -.13 1.07 -4.43 -2,.19 0.53 7.15 -.77 -2.06 7(797) -.03 -.15 -.21 1.36 -4.74 -2.08 0.45 0.0 -.77 -1.9 8(804) -.03 -.15 -.99 1.12 -5.13 -1.74 -.31 0.0 -.77 -1.68 9(825) -.02 -.16 -1.13 0.56 -3.71 -1.39 -1.06 0.0 -.77 -1.45 10(832) -.02 -.17 -.92 0.37 -2.49 -1.23 -.97 0.0 -.77 -1.27 11(858) -.O1 -.18 -.88 0.31 -1.3 -1.12 -.85 0.0 -.77 -1.07 12(884) -.O1 -.19 -.9 0.27 0.02 -1.02 -.71 0.0 -.77 -.86 13(910) 0.0 -.21 -.92 0.21 0.95 -.93 -.57 0.0 -.77 -.66 14(935) 0.0 -.22 -.91 0.15 1.68 -.86 -.43 0.0 -.77 -.47 15(940) 0.0 -.23 -.92 0.1 2.19 -.81 -.29 0.0 -.77 -.28 16(965) 0.0 -.24 -.92- 0.05 2.49 -.79 -.14 4.89 -.77 -.09 17(990) 0.0 -.24 -.92 0.0 2.6 -.78 0.0 5.72 -.77 0.09 18(1015) 0.0 -.24 -.92 -.05 2.49 -.79 0.14 4.89 -.77 0.28 19(1040) 0.0 -.23 -.91 -.1 2.18 -.81 0.29 0.0 -.77 0.47 20(1045) 0.0 -.22 -.92 -.15 1.67 -.86 0.43 0.0 -.77 0.66 21(1070) 0.0 -.21 -.92 -.21 0.95 -.93 0.57 0.0 -.77 0.86 22(1095) 0.01 -.19 -.9 -.27 0.01 -1.02 0.71 0.0 -.77 1.07 23(1121) 0.01 -.18 -.88 -.31 -1.3 -1.12 0.85 0.0 -.77 1.27 24(1147) 0.02 -.17 -.91 -.37 -2.49 -1.23 0.97 0.0 -.77 1.45 25(1153) 0.02 -.16 -1.14 -.56 -3.71 -1.39 1.06 0.0 -.77 1.68 26(1180) 0.03 -.15 -1.0 -1.14 -5.13 -1.74 0.31 0.10 -.77 1.91 27(1187) 0.03 -.15 -.21 -1.36 -4.74 -2.08 -.45 0.0 -.77 2.06 28(1188) 0.03 -.15 -.12 -1.04 -4.43 -2.19 -.53 7.15 -.77 2.17 29(1212) 0.04 -.15 0.69 -1.69 -3.97 -2.31 -.76 6.5 -.88 2.41 30(1211) 0.04 -.15 -.17 -1.84 -2.86 -2.58 -.86 0.0 -.85 2.75 31(1210) 0.03 -.15 -.2 -2.15 -1.78 72.94 -.83 0.0 -.81 3.14 32(1209) 0.03 -.15 -1.18 -2.17 -.75 -3.34 -.7 0.0 -.59 3.54 33(1208) 0.02 -.15 -1.18 -2.17 0.0 -3.73 -.49 0.0 Project: 13176 - APPENDIX A 35 of 52 6128105 0.". 0 Part A: LOAD INCREMENT 3. Backfill to 213 -Leg - STRESSES IN BRIDGE WALL A4.2 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. 13176 - APPENDIX A 36 of 52 6128105 FSI FSO FC FV 1 - 249.92 -249.9 -29.11 5.02 2 - 458.58 -26.48 -68.94 7.26 3 - 776.39 268.54 - 124.36 8.57 4 - 1101.6 574.01 - 182.72 8.92 5 - 1775.2 8528.3 - 541.29 7.9 6 - 1319.5 8369.7 - 495.74 4.9 7 - 979.77 664.92- - 145.88 3.07 8 -555.2 395.2 -75.95 -1.38 9 - 950.66 663.42 - 148.93 -8.57 10 - 841.48 540.04 - 140.11 -9.57 11 - 437.91 264.75 -82.76 -8.79 12 -59.67 -71.32 -8.8 -7.34 13 228.65 - 308.83 -58.56 -5.89 14 450.66 - 522.37 - 101.73 -4.44 15 609.31 - 661.51 - 130.45 -2.97 16 3617.2 - 862.73 - 288.71 -1.49 17 5005.2 - 657.17 - 314.44 0.01 18 3614.3 - 862.15 -288.5 1.5 19 608.31 - 660.62 - 130.27 2.98 20 449.37 - 521.24 -101.5 4.44 21 226.94 - 307.41 -58.26 5.89 22 -61.56 -69.76 -8.47 7.34 23 - 499.92 266.33 -83.11 8.79 24 - 843.37 541.59 - 140.44 9.56 25 - 951.69 664.32 -149.1 8.56 26 -555.6 395.49 -76.01 1.38 27 - 930.58 665.37 -146.0 -3.07 28 - 1320.8 8376.0 - 496.11 -4.9 29 - 1776.1 8534.1 - 541.61 -7.91 30 - 1102.2 574.43 - 182.83 -8.92 31 - 776.75 268.81 - 124.43 -8.57 32 - 468.73 -26.36 -68.96 -7.26 33 -250.0 - 249.97 -29.12 -5.03 Project. 13176 - APPENDIX A 36 of 52 6128105 • Part A: LOAD INCREMENT 4: Backfill 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 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. 13176 - APPENDIX A 37 of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.02 -.19 -1.91 2.64 0.0 -4.66 0.14 0.0 -.31 -4.41 2(792) -.02 -.19 -1.91 2.64 -.39 -4.17 0.48 0.0 -.66 -3.93 3(793) -.03 -.19 -1.05 2.86 -1.23 -3.67 0.75 0.0 -.85 -3.41 4(794) -.03 -.19 -.89 2.82 -2.31 -3.15 0.93 0.0 -1.01 -2.89 5(795) -.03 -:19 . 0.53 2.89 -3.59 -2.71 0.9 6.35 -.93 -2.48 6(796) -.03 -.19 -.65 2.32 -4.15 -2.45 0.68 7.05 -.97 -2.23 7(797) -.03 -.19 -.13 2.38 -4.58 -2.22 0.61 0'.0 -.94 -1.97 . 8(804) -.02 -.19 -.73 1.89 -5.1 -1.81 -.22 0.0 -.83 -1.68 9(825) -.02 -.2 -1.13 0.56 -3.72 -1.44 -1.03 0.0 -.83 -1.45 10(832) -.02 -.21 -.92 0.37 -2.52 -1.29 -.95 0.0 -.83 -1.27 11(858) -.01 -.22 -.88 0.31 -1.36 -1.18 -.83 0.0 -.83 -1.07 12(884) -.01 -.23 -.9 0.27 -.08 -1.07 -.69 0.0 -.83 -.86 13(910) 0.0 -.25 -.92 0.21 0.84 -.98 -.56 0.0 -.83 -.66 14(935) 0.0 -.26 -.91 0.15 1.54 -.92 -.42 0.0 -.83 -.47 15(940) 0.0 -.27 -.92 0.1 2.04 -.87 -.28 0.0 -.83 -.28 16(965) 0.0 -.28 -.92 0.05 2.34 -.85 -.14 4.76 -.83 -.09 17(990') 0.0 -.28 -.92 0.0 2.44 -.84 0.0 5.61. .. -.83 0.09 18(1015) 0.0 -.28 -.92 -.05 2.34 -.85 0.14 4.76 -'.83 0.28 19(1040) 0.0 -.27 -.91 -.1 2.04 -.87 0.28 0.0 -.83 0.47 20(1045) 0.0 -.26 -.92 -.15 1.54 -.92 0.42 0.0 -.83 0.66 21(1070) 0.0 -.25 -.92 -.21 0.83 -.99 0.56 0.0 -.83 0.86 22(1095) 0.01 -.23 -.9 -.27 -.08 -1.08 0.69 0.0 -.83 1.07 23(1121) 0.01 -.22 -.88 -.31 -1.37 -1.18 0.83 0.0 -.83 1.27 24(1147) 0.02 -.21 -.91 -.37 -2.52 -1.29 0.95 0.0 -.83 1.45 25(1153) 0.02 -.2 -1.14 -.56 -3.72 -1.44 1.03 0.0 -.83 1.68 26(1180) 0.02 -.19 -.76 -1.91 -5.1 -1.81 0.22 0.0 -.94 1.97 27(1187) 0.03 -.19 -.15 -2.45 -4.58 -2.23 -.61 0.0 -.97 2.25 28(1188) 0.03 -.19 -.64 -2.35 -4.15 -2.46 -.68 7.04 -.93 2.5 29(1212) 0.03 -.19 0.51 -2.9 -3.59 -2.73 -.9 6.35 -1.01 2.91 30(1211) 0.03 -.19 -.88 -2.82 -2.31 -3.17 -.93 0.0 -.85 3.43 31(1210) 0.03 -.19 -1.04 -2.84 -1.23 -3.68 -.75 0.0 -.66 3.94 32(1209) 0.02 -.19 -1.9 -2.64 -.4 -4.19 -.49 0.0 -.31 4.43 33(1208) 0.02 -.19 -1.9 -2.64 0.0 -4.'67 -.14 0.0 Project. 13176 - APPENDIX A 37 of 52 6128105 Part A: LOAD INCREMENT 4: Backfill 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 Project: 13176 - APPENDIX A 38 of 52 6128105 FSI FSO FC FV 1 - 311.64 -311.6 -36.3 1.4 2 - 407.17 - 176.59 -54.92 5.01 3 - 645.27 75.49 -98.57 7.8 4 - 961.61 392.42 - 155.97 9.63 5 - 1709.0 7616.4 - 501.82 9.31 6 - 1765.7 7782.9 - 471.64 6.28 7 - 957.66 632.61 - 142.25 4.15 8 - 554.65 390.22 -75.82 -.96 9 - 955.54 662.02 - 149.58 -8.36 10 -856.4 545.62 - 142.48 -9.35 it - 522.73 277.81 -86.88 -8.59 12 -92.55 -50.0 -12.16 -7.17 13 188.99. - 281.77 -52.6 -5.75 14 405.6 - 488.81 -94.52 -4.33 15 560.65 - 624.71 - 122.57 -2.9 16 3381.5 - 821.74 - 272.31 -1.45 17 4688.8 - 632.97 - 297.31 0.01 18 3379.5 - 821.34 - 272.16 1.46 19 560.02 - 624.16 = 122.46 2.91 20 404.83 - 488.15 -94.38 4.34 21 187.96 - 280.94 -52.43 5.75 22 -93.58 -49.16 -12.34 7.16 23 - 523.58 278.45 -87.03 8.58 24 - 856.95 546.08 - 142.57 9.33 25 - 955.33 661.88 - 149.55 8.34 26 -554.5 389.96 -75.8 0.96 27 - 957.73 631.95 - 142.25 -4.14 28 - 1768.2 7782.8 - 471.99 -6.25 29 - 1712.3 7617.8 - 502.36 -9.29 30 - 964.34 392.54 - 156.38 -9.62 31 - 648.07 75.95 -99.0 -7.81 32 - 409.08 - 176.57 -55.2 -5.03 33 -312.5 - 312.47 -36.4 -1.43 Project: 13176 - APPENDIX A 38 of 52 6128105 Part A: LOAD INCREMENT 5: Backfill to V -0" Cover - STRUCTURAL RESPONSE OF BRIDGE 0 A6 LOAD INCREMENT 5: BACKFILL TO 1' -0" COVER • A6.1 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: 13176 APPENDIX A 39 of 52 6128105 X -D Y =D NP SP MOMENT THRUST SHEAR CD Wic T @C 1(791) -.04 -.34 -3.46 2.84 0.0 -10.05 0.21 0.0 -.52 -9.79 2(792) -.06 -.34 -3.46 2.84 -.66 -9.53 0.84 0.0 -1.16 -9.27 3(793) -.07 -.34 -3.16 3.4 -2.13 -8.96 1.99 0.0 -1.73 -8.65 4(794) -.08 -.39 -3.36 3.72 -4.33 -8.31 2:04 4.99 -2.35 -7.97 5(795) -.09 -.34 -2.27 4.28 -7.3 -7.73 2.29 6.66 -2.66 -7.35 6(796) -.08 -.39 -3.73. 4.32 -8.9 -7.38 2.02 7.99 -3.0 -6.86 7(797) -.08 -.35 -1.99 3.95 -10.24 -7.02 1.98 9.4 -3.15 -6.38 8(804) -.06 -.35 -4.66 5.8 -12.01 -6.01 -.47 0.0 -3.1 -5.25 9(825) -.05 -.37 75.25 1.32 -7.99 -4.99 -2.87 8.18 -3.3 -4.31 10(632) -.05 -.39 -4.26 0.89 -4.84 -4.61 -2.36 6.62 -3.44 -3.54 11(858) -.03 -.92 -3.46 0.78 -2.13 -4.34 -1.82 0.0 -3.52 -2.78 12(884) -.02 -.46 -2.95 0.68 0.49 -4.1 -1.34 0.0 -3.57 -2.09 13(910) -.01 -.49 -2.57 0.55 2.14 -3.89 -.98 0.0 -3.57 -1.54 14(935) -.01 -.53 -2.31 0.4 3.32 -3.74 -.69 4.93 -3.57 -1.06 15(940) 0.0 -.56 -2.13 0.24 4.12 -3.65 -.99 6.12 -3.57 -.62 16(965) 0.0 -.58 -2.03 0.1 4.57 -3.59 -.21 6.25 -3.57 -.2 17(990) 0.0 -.58 -2.01 0.0 4.72 -3.58 0.0 6.39 -3.57 0.2 18(1015) 0.0 -.58 -2.03 -.11 4.57 -3.6 0.21 6.25 -3.57 0.62 19(1040) 0.0 -.56 -2.12 -.24 4.12 -3.65 0.43 6.12 -3.57 1.06 20(1045) 0.01 -.53 -2.32 -.39 3.33 -3.75' 0.69 4.94 -3.57 1.55 21(1070) 0.01 -.49 -2.6 -.57 2.14 -3.89 0.98 0.0 -3.57 2.1 22(1095) 0.02 -.96 -2.9 -.68 0.48 -4.1 1.34 0.0 -3.53 2.78 23(1121) 0.03 -.92 -3.47 -.77 -2.14 -4.35 1.82 0.0 -3.99 3.54 24(1147) 0.04 -.39 -4.28 -.91 -4.84 -4.61 2.36 6.62 -3.31 4.31 25(1153) 0.05 -.37 -5.21 -1.31 -8.0 -5.0 2.87 8.19 -3.1 5.25 26(1180) 0.06 -.35 -4.73 -5.82 -12.02 -6.02 0.47 0.0 -3.15 6.39 27 (1187) 0.08 -.35 -1.99 -4.04 -10.25 -7.03 -1.98 9.4 -3.0 6.87 28(1188) 0.08 -.34 -3.72 -4.31 -8.91 -7.39 -2.02 7.44 -2.66 7.37 29(1212) 0.09 -.34 -2.29 -4.29 -7.31 -7.75 -2.29 6.66 -2.35 7.99 30(1211) 0.08 -.34 -3.36 -3.74 -4.34 -8.33 -2.04 4.99 -1.73 8.67 31(1210) 0.07 -.34 -3.15 -3.36 -2.14 -8.98 -1.45 0.0 -1.16 9.28 32(1209) 0.06 -.34 -3.45 -2.85 -.67 -9.54 -.84 0.0 -.53 9.8 133 (1208) 1 0.09 1 -.34 -3.45 1 -2.85 1 0.0 1 -10.07 1 -.21 1 0.0 Project: 13176 APPENDIX A 39 of 52 6128105 Part A: LOAD INCREMENT 5: Backfill to 1' 0" Cover - STRESSES IN BRIDGE WALL • A6.2 STRESSES IN BRIDGE WALL 0 .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: 13176 - APPENDIX A 40 of 52 6128105 FSI FSO FC FT 1 - 672.59 - 672.52 -78.35 2.14 2 - 854.03 - 464.13 - 112.14 8.69 3 - 1293.3 -42.3 - 191.27 14.95 4 - 2769.7 4682.3 - 564.56 21.12 5 - 3843.5 15141.0 - 1064.0 23.75 6 - 4111.5 16376.0 - 1049.6 18.58 7 - 3463.2 12417.0 - 709.92 13.54 8 - 1364.9 860.37 - 185.39 -2.11 9 - 3054.7 12134.0 - 715.19 - 23'.2,1 10 - 2314.4 8902.4 - 611.34 -23.28 11 - 985.08 267.52 - 155.41 -18.85 12 - 118.46 - 392.44 -57.23 -13.88 13 395.92 - 810.97 - 145.17 -10.1 14 4300.3 _ 1405.5 - 403.43 -7.1 15 .7774.5 - 1201.3 - 517.03 -4.52 16 8853.6 - 1316.6 - 580.64 -2.2 17 9652.8 - 1236.2 - 601.48 0.0 18 8854.1 - 1316.8 -580.7 2.2 19 7777.1 - 1201.9 - 517.24 4.5 20 4305.8 - 1407.0 -403.9 7.1 21 396.03 - 811.52 - 145.26 10.15 22 - 122.28 - 389.88 -56.66 13.91 23 - 987.36 268.73 - 155.79 18.83 24 - 2317.6 8915.3 -612.2 2.3.3 25 - 3059.2 12154.0 - 716.29 23.21 26 - 1365.6 860.63 - 185.49 2.11 27 - 3465.8 12420.0 - 710.35 -13.54 28 - 4116.6 16387.0 - 1050.6 -18.57 29 - 3848.7 15152.0 - 1065.2 -23.75 30 - 2774.0 4686.6 - 565.34 -21.11 31 - 1296.7 -41.6 - 191.79 -14.96 32 -856.4 - 464.05 -112.5 -8.72 33 - 673.85 - 673.77 -78.5 -2.18 Project: 13176 - APPENDIX A 40 of 52 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: 13176 - APPENDIX A 41 of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C ' T @C 1(791) -.05 -.4 -4.13 2.7 0.0 -12.26 0.39 0.0 -.76 -12.02 2(792) -.08 -.4 -4.13 2.7 -.97 -11.77 1.14 0.0 -1.52 -11.52 3(793) -.1 -.4 -4.15 3.4 -2.9 -11.21 1.9 0.0 -2.28 -10.9 4(794) -.12 -.4 -4.63 3.81 -5.79 -10.55 2.7 5.8 -3.12 -10.21 5(795) -.13 -.4 -3.72 4.48 -9.74 -9.98 3.11 6.77 -3.64 -9.56 6(796) -.13 -.4 -5.26 4.61 -11.95 -9.66 2.83 7.56 -4.13 -9.01 7(797) -.11 -.4 -3.17 4.11 -13.86 -9.32 2.83 .9.65 -4.41 -8.5 8(804) -.1 -.9 -6.49 6.51 -16.39 -8.21 -.48 13.55 -4.5 -7.11 9(825) -.08 -.93 -6.68 1.51 -11.14 -7.06 -3.79 8.39 -4.79 -5.91 10(832) -.07 -.46 -5.46 1.14 -6.93 -6.57 -3.18 6.87 -4.96 -4.93 11(858) -.05 -.51 -4.47 1.09 -3.24 -6.21 -2.52 0.0 -5.06 -3.95 12(884) -.03 -.57 -3.91 1.01 0.45 -5.86 -1.92 0.0 -5.09 -3.03 13(910) -.02 -.63 -3.55 0.88 2.87 -5.55 -1.44 0.0 -5.08 -2.26 14(935) -.01 -.68 -3.29 0.69 9.64 -5.32 -1.04 5.82 -5.05 -1.57 15(940) 0.0 -.73 -3.09 0.46 5.86. -5.15 -.68 6.39 -5.03 -.93 16(965) 0.0 -.76 -3.02 0.21 6.57 -5.06 -.34 6.5 -5.02 -.31 17(990) 0.0 -.77 -3.01 0.0 6.81 -5.02 0.0 6.61 -5.02 0.31 18(1015) 0.0 -.76 -3.02 -.22 6.57 -5.06 0.34 6.5 -5.03 0.93 19(1040) 0.0 -.73 -3.08 -.46 5.86 -5.15 0.67 6.39 -5.05 1.57 20(1045) 0.01 -.68 -3.31 -.69 4.65 -5.32 1.04 5.82 -5.08 2.26 21(1070) 0.02 -.63 -3.59 -.9 2.87 -5.56 1.45 0.0 -5.09 3.04 22(1095) 0.03 -.57 -3.86 -1.01. 0.44 -5.87 1.92 0.0 -5.07 3.94 23(1121) 0.05 -.51 -4.49 -1.08 -3.24 -6.22 2.52 0.0 -4.97 4.93 24(1147) 0.07 -.46 -5.49 -1.15 -6.94 -6.57 3.19 6.87 -4.79 5.92 25(1153)._ 0.08 -.43 -6.64 -1.5 -11.15 -7.06 3.79 8.39 -4.51 7.11 26(1180) 0.1 -.41 -6.55 -6.54 -16.4 -8.22 0.48 13.55 -4.41 8.51 27(1187) 0.11 -.4 -3.16 -4.19 -13.87 -9.33 -2.83 9.65 -4.14 9.03 28(1188) .0.13 -.4 -5.26 -4.61 -11.96 -9.68 -2.83 7.56 -3.64 9.57 29(1212) 0.13 -.4 -3.74 -4.48 -9.75 -9.99 -3.11 6.77 -3.12 10.22 30(1211) 0.12 -.4 -4.62 -3.83 -5.79 -10.57 -2.7 5.8 -2.28 10.92 31(1210) 0.1 -.4 -4.14 -3.36 -2.9 -11.23 -1.9 0.0 -1.52 11.54 32(1209) 0.08 -.4 -4.12 -2.72 -.97 -11.79 -1.14 0.0 -.77 12.03 33 (1208) 0.05 -.9 -4.12 -2.72 0.0 - 12.28 -.39 0.0 Project: 13176 - APPENDIX A 41 of 52 6128105 • Part A: LOAD INCREMENT 6: Backfill to Z -0" Cover - STRESSES IN BRIDGE WALL 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: 13176 - APPENDIX A 42 of 52 6128105 FSI FSO FC FV 1 - 820.93 - 820.83 -95.63 4.0 2 - 1103.5 - 534.26 - 147.02 11.81 3 - 1693.5 7.21 - 252.49 19.64 4 - 3572.8 8261.8 - 800.38 27.94 5 - 5072.0 20252.0 - 1412.9 32.19 6 - 5483.4 22020.0 - 1404.8 25.99 7 - 4730.8 17186.0 -974.1 19.33 8 - 3159.2 10694.0 - 532.38 -2.14 9 - 4318.7 17185.0 - 1011.8 -30.62 10 - 3351.7 13038.0 - 889.77 -31.4 li - 1470.0 431.46 - 232.97 -26.06 12 - 244.48 - 497.12 -68.52 -19.84 13 507.55 - 1108.0 - 196.94 -14.92 14 7532.8 - 1731.2 - 590.88 -10.76 15 11252.0 - 1712.6 - 744.18 -6.99 16 12893.0 - 1859.7 - 836.43 -3.47 17 13884.0 - 1790.3 - 867.07 0.0 18 12893.0 - 1859.9 - 836.45 3.47 19 11253.0 - 1713.1 - 744.29 6.98 20 7537.5 - 1732.3 - 591.24 10.76 21 507.28 - 1108.2 - 196.96 14.98 22 - 248.59 - 494.33 -67.91 19.87 23 - .1472.4 432.72 - 233.37 26.05 24 - 3355.1 13052.0 -890.7 31.42 25 - 4323.7 17206.0 - 1013.0 30.62 26 - 3160.5 10697.0 - 532.58 2.14 27 - 4733.6 17191.0 - 974.59 -19.33 28 - 5488.5 22033.0 - 1405.9 -26.0 29 - 5076.9 20262.0 - 1414.0 -32.19 30 - 3576.7 8265.3 - 801.08 -27.94 31 - 1696.8 7.91 -253.0 -19.65 32 - 1_05.8 - 534.18 7147.38 -11.84 33. - 822.28 - 822.21. -95.79 -4.04 Project: 13176 - APPENDIX A 42 of 52 6128105 Part A: LOAD INCREMENT 7: 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 u 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 6128/05 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.11 -.45 -5.07 1.21 0.0 -15.37 1.14 0.0 -1.61 -15.26 2(792) -.17 -.45 -5.07 1.21 -2.04 -15.15 2.07 0.0 -2.53 -15.04 3(793) -.22 -.45 -6.61 2.26 -5.25 -14.83 3.14 2.8 -3.74 -14.63 4(794) -.27 -.46 -8.74 3.04 -10.0 - 19.35 4.54 6.51 -5.34 -14.07 5(795) -.3 -.46 -8.51 3.92 -16.76 -13.95 5.55 7.02 -6.54 - 13.49. 6(796) -.29 -.46 -10.24 4.08 -20.87 -13.93 5.52 7.85 -7.56 -12.94 7(797) -.27 -.46 -7.05 3.68 -24.81 -13.76 5.81 10.24 -8.28 -12.41 8(804) -.25 -.47 -8.51 4.36 . -29:99 -13.27 0.45 14.98 -8.81 -11.06 9(825) -.22 -.51 -7.81 0.87 -22.93 -12.72 -5.34 8.87 -9.29 -9.73 10(832) -.19 -.59 -6.36 1.28 -16.68 -12.16 -4.94 7.36 -9.5 -8.59 11(858) -.15 -.69 -4.78 1.72 -10.64 -11.64 -4.43 6.66 -9.49 -7.5 12(884) -.1 -.86 -3.91 1.93 -3.57 -11.01 -4.08 0.0 -9.32 -6.52 13(910) -.06 -1.02 -3.44 1.91 2.24 -10.35 -3.91 0.0 -9.09 -5.73 14(935) -.03 -1.17 -2.7 2.35 7.8 -9.68 -3.84 6.36 -8.71 -5.1 15(940) -.01 -1.31 -3.05 3.77 13.29 -8.84 -3.77 6.84 -8.01 -4.39 16(965) 0.0 -1.4 -10.67 6.56 18.56 -7.6 -2.83 7.1 -6.79 -2.14 17(990) 0.0 -1.44 -20.97 0.0 21.32 -6.85 0'.0 7.19 -6.79 2.14 18(1015) 0.0 -1.4 -10.67 -6.56 18.56 -7.6 2.83 7.1 -8.01 4.39 19(1040) 0.01 -1.31 -3.03 -3.78 13.29 -8.84 3.77 6.84 -8.71 5.1 20(1045) 0.03 -1.17 -2.72 -2.35 7.8 -9.68 3.84 6.35 -9.09 5.73 21(1070) 0.06 -1.02 -3.48 -1.94 2.24 -10.35 3.92 0.0 -9.33 6.53 22(1095) 0.1 -.86 -3.86 -1.93 -3.59 -11.01 4.08 0.0 -9.5 7:5 23(1121) 0.15 -.69 -4.8 -1.72 -10.65 -11.65 4.43 6.66 -9.51 8.59 24(1147) 0.19 -.59 -6.38 -1.31 -16.69 -12.17 4.95 7.36 -9.3 9.74 25(1153) 0.22 -.52 -7.76 -.86 -22.95 -12.73 5.34 8.87 -8.82 11.06 26(1180) 0.25 -.47 -8.59 -4.39 -29.99 -13.27 -.45 14.98 -8.28 12.42 27(1187) 0.27 -.46 -7.06 -3.76 -24.81 -13.77 -5.81 10.24 -7.56 12.96 28(1188) 0.29 -.46 -10.27 -4.07 -20.88 -13.95 -5.52 7.85 -6.54 13.51 29(1212) 0.29 -.46 -8.54 -3.93 -16.76 -13.97 -5.55 7.02 -5.33 14.09 30(1211) 0.27 -.46 -8.73 -3.04 -10.0 -14.37 -4.54 6:51 -3.74 14.65 31(1210) 0.22 -.46 -6.6 -2.22 -5.26 -14.85 -3.14 2.8 -2.53 15.05' 32(1209) 0.17 -.45 -5.06 -1.24 -2.04 -15.17 -2.07 0.0 -1.61 15.28 33 (1208) 0.11 -.95 -5.06 -1.29 0.0 -15.39 -1.15 0.0 6128/05 Part A: LOAD INCREMENT 7: Applied Live Load - STRESSES IN BRIDGE WALL • A8.2 STRESSES IN BRIDGE WALL • F-.J 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: 13176 -APPENDIX A 44 of 52 6128105 FSI FSO FC FV 1 - 1029.1 - 1029.1 - 119.88 11.83 2 - 1677.5 - 481.12 - 234.26 21.41 3 - 3139.7 1754.0 - 524.61 32.46 4 - 5528.4 17649.0 - 1396.4 46.98 5 - 8073.5 36404.0 - 2141.7 57.48 6 - 8818.6 40427.0 - 2147.1 50.76 7 - 7654.6 33578.0 - 1687.5 39.67 B - 5600.4 23736.0 - 1000.5 2.0 9 - 8120.3 38090.0 - 2014.5 -43.12 10 - 7240.9 34030.0 - 2037.2 -48.76 11 - 5213.2 18961.0 - 1392.1 -45.83 12 - 1794.6 217.37 - 274.37 -42.22 13 7.51 - 1256.1 -199.4 -40.5 14 14149.0 - 2721.8 - 1025.8 -39.79 15 26541.0 - 3442.8 - 1660.7 -39.04 16 39208.0 - 3604.0 - 2080.5 -29.26 17 96268.0 - 3721.4 - 2196.8 0.01 18 39202.0 - 3603.3 - 2080.4 29.29 19 26528.0 - 3441.9 - 1660.0 39.03 20 14144.0 - 2721.6 - 1025.6 39.78 21 6.61 - 1255.6 - 199.29 40.54 22 - 1799.3 220.6 - 275.17 42.24 23 - 5216.2 18971.0 - 1392.9 45.81 24 - 7245.8 34046.0 - 2037.6 48.78 25 - 8126.8 38113.0 - 2015.0 43.11 26 - 5601.9 23737.0 - 1000.7 -2.02 27 - 7657.5 33578.0 - 1687.9 -39.68 28 - 8824.7 40433.0 - 2147.4 -50.77 29 - 8079.5 36409.0 - 2142.1 -57.47 30 - 5532.7 17653.0 - 1397.2 -46.96 31 - 3144.0 1757.4 - 525.36 -32.47 32 - 1680.1 - 480.75 - 234.66 -21.45 33 - 1030.4 - 1030.9 - 120.03 -11.88 Project: 13176 -APPENDIX A 44 of 52 6128105 Part B: INPUT DATUM - STRESSES IN BRIDGE WALL • PART B: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT AND SHEAR .0 • The following is a formated version of the CANDE output file 13176i4.prt 131 INPUT DATUM This file's input datum is the same than for.Al INPUT DATUM starting on page 3. Only the boundary conditions are different as they are listed below. Project: 13176 - APPENDIX A 45 of 52 6/28/05 • 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 6/28/05 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 6/28/05 I x Y XY 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 1240 1 D =0.0 D =0.0 0.0 D 1271 1 D =0.0 D =0.0 0.0 D 1302 1 D =0.0 D =0.0 0.0 D 1333 1 D =0.0 D =0.0 0.0 D 1364 1 b =0.0 D =0.0 0.0 D 1395 1 D =0.0 D =0.0 0.0 D 1426 1 D =0.0 D =0.0 0.0 D 1457 1 D =0.0 D =0.0 0.0 D 1488 1 D =0.0 D =0.0 0.0 D 1519 1 D =0.0 D =0.0 0.0 D 1550 1 D =0.0 D =0.0 0.0 D 1581 1 D =0.0 D =0.0 0.0 D 1612 1 D =0.0 D =0.0 0.0 D 1643 1 D =0.0 D =0.0 0.0 D 1674 1 D =0.0 D =0.0 0.0 D 1705 1 D =0.0 D =0.0 0.0 D 1736 1 D =0.0 D =0.0 0.0 D 1767 1 D =0.0 D =0.0 0.0 D 1798 1 D =0.0 D =0.0 0.0 D 1829 1 D =0.0 D =0.0 0.0 D 1860 1 D =0.0 D =0.0 0.0 D 1891 1 D =0.0 D =0.0 0.0 D 1922 1 D =0.0 D =0.0 0.0 D 1953 1 D =0.0 D =0.0 0.0 D 1954 1 D =0.0 F =0.0 0.0 D 1955 1 D =0.0 F =0.0 0.0 D 1956 1 D =0.0 F =0.0 0.0 D 1957 1 D =0.0 F =0.0 0.0 D 1958 1 D =0.0 F =0.0 0.0 D 1959 1 D =0.0 F =0.0 0.0 D 1960 1 D =0.0 F =0.0 0.0 D 1961 1 D =0.0 F =0.0 0.0 D 1962 1 D =0.0 F =0.0 0.0 D 1963 1 D =0.0 F =0.0 0.0 D 1964 1 D =0.0 F =0.0 0.0 D 1965 1 D. =0.0 F =0.0 0.0 D 1966 1 D =0.0 F =0.0 0.0 D 1967 1 D =0.0 F =0.0 0.0 D 1968 1 D =0.0 F =0.0 0.0 D 1969 1 D =0.0 F =0.0 0.0 D 1970 1 D =0:0 F =0.0 0.0 D 1971 1 D =0.0 F =0.0 0.0 D 1972 1 D =0.0 F =0.0 0.0 D 1973 1. D =0.0 F =0.0 0.0 D 1974 1 D =0.0 F =0.0 0.0 D 1975 1 D =0.0 F =0.0 0.0 D 6/28/05 u • • Part B: INPUT DATUM - BOUNDARY CONDITIONS INCLUDING APPLIED LOADING Project: 13176 - APPENDIX A 47 of 52 6128105 I X Y XY RT 1976 1 D =0.0 F =0.0 0.0 D 1977 1 D =0.0 F =0.0 0.0 D 1978 1 D =0.0 F =0.0 0.0 D 1979 1 D =0.0 F =0.0 0.0 D 1980 1 D =0.0 F =0.0 0.0 D 1981 1 D =0.0 F =0.0 0.0 D 1982 6 D =0.0 F =0.0 0.0 D 1983 7 D =0.0 F =0.0 0.0 D Project: 13176 - APPENDIX A 47 of 52 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 31. Project: 13176 - APPENDIX A . 48 of 52 6128105 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 Project: 13176 - APPENDIX A 49 of .52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.08 -.51 -5.44 2.32 0.0 -16.7 0.66 0.0 -1.16 -16.49 2(792) -.12 7.51 -5.44 2.32 -1.47 -16.28 1.65 0.0 -2.15 -16.07 3(793) -.16 -.51 -6.2 3.38 -4.19 -15.76 2.72 0.0 -3.28 -15.45 4(794) -.19 -.51 -7.3 4.03 -8.36 -15.08 3.95 6.25 -4.62 -14.71 5(795) -.21 -.51 . -6.72 4.9 -14.21 -14.5 4.69 6.87 -5.56 -14.0 6(796) -.2 -.51 -8.37 5.27 -17.61 -14.26 4.4 7.66 -6.37 -13.35 7(797) -.19 -.51 -5.41 4.38 -20.62 -13.93 4.49 9.86 -6.89 -12.76 8(804) -.16 -.52 -10.25 8.1 -24.65 -12.6 -.53 14.19 -7.25 -10.81 9(825) -.14 -.56 -9.65 2.02 -16.9 -11.12 -5.64 8.56 -7.69 -9.1 10(832) -.12 -.61 -8.06 1.75 - 10.58 -10.41 -4.81 7.04 -7.94 -7.65 11(858) -.09 -.69 -6.74 1.79 -4.97 -9.85 -3.84 4.92 -8.06 -6.15 12(884) -.06 -.8 -6.01 1.73 0.68 -9.28 -2.95 0.0 -8.07 -4.73 13(910) -.03 -.9 -5.53 1.58 4.42 -8.77 -2.23 4.66 -8.0 -3.53 14(935) -.01 -.99 -5.13 1.36 7.16 -8.35 -1.61 6.34 -7.9 -2.43 15(940) 0.0 -1.06 -4.82 1.02 9.04 -8.03 -1.04 6.61 -7.8 -1.43 16(965) 0.0 -1.11 -4.66 0.56 10.13 -7.82 -.51 6.7 -7.74 -.47 1,7 (990) 0.0 -1.13 -4.62 0.0 10.5 -7.75 0.0 6.77 -7.74 0.47 18(1015) 0.0 -1.11 -4.66 -.56 10.13 -7.83 0.51 6.7 -7.81 1.43 19 (1040) 0.0 -1.06 -4.8 -1.03 '9.04 -8.03 1.04 6.61 -7:9 2.43 20(1045) 0.01 -.99 -5.14 -1.36 7.17 -8.35 1.6 6.34 -8.0 3.53 21(1070) 0.03 -.9 -5.57 -1.61 4.42 -8.77 2.23 4.66 -8.07 4.74 22(1095) 0.06 -.8 -5.96 -1.72 0.67 -9.29 2.95 0.0 -8.06 6.15 23(1121) 0.09 -.69 -6.76 -1.79 -4.98 -9.86 3.84 4.92 -7.95 7.65 24(1147) 0.12 -.62 -8.08 -1.76 -10.59 -10.42 4.81 7.04 -7.7 9.11 25(1153) 0.14 -.56 -9.6 -2.01 -16.92 -11.13 5.64 8.56 -7.26 10.81 26(1180) 0.16 -.52 -10.31 -8.14 -24.66 -12.61 0.53 14.19 -6.9 12.77 27(1187) 0.19 -.52 -5.38 -4.47 -20.63 -13.95 -4.49 9.86 -6.38 13.36 28(1188) 0.2 -.51 -8.38 -5.26 -17.62 - 14..28 -4.4 7.66 -5.57 14.01 29(1212) 0.21 -.51 -6.76 -4.91 -14.22 -14.52 -4.69 6.87 -4.62 14.73 30(1211) 0.19 -.51 =7.3 -4.05 -8.37 -15.1' -3.95 6.25 -3.28 15.47 31(1210) 0.15 -.51 -6.19 -3.34 -4.2 -15.78 -2.72 0.0 -2.15 16.08 32(1209) 0.12 -.51 -5.43 -2.36 -1.47 -16.3 -1.65 0.0 -1.16 16.51 33 (1208) 0.08 -.51 -5.43 -2.36 0.0 J -16.73 -.66 0.0 Project: 13176 - APPENDIX A 49 of .52 6128105 Part B: LOAD INCREMENT 7: Backfill 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 0of52 6/28/05 FSI FSO FC FV 1 - 1118.2 - 1118.1 - 130.27 6.81 2 - 1567.1 - 706.13 -210.5 17.11 3 - 2420.6 42.71 - 361.94 28.12 4 - 5074.2 13853.0 - 1205.6 40.89 5 77427.9 29594.0 - 2024.7 48.57 6 - 8129.9 32501.0 - 2029.0 40.46 7 - 7140.8 26073.0 - 1472.9 30.61 8 - 5035.7 17347.0 - 852.18 -2.36 9. - 6673.2 26392.0 - 1559.7 -45.51 10 - 5230.2 20198.0 - 1384.0 -47.41 11 - 3019.9 4733.4 - 603.48 -39.78 12 - 394.89 - 780.54 - 107.13 -30.53 13 4341.6 - 1979.7 - 496.19 -23.05 14 13002.0 - 2405.1 - 927.45 -16.62 15 17577.0 - 2667.3 - 1161.2 - 10.77 16 20049.0 - 2853.9 - 1294.6 -5.31 17 21314.0 - 2796.6 - 1338.7 0.0 18 20048.0 - 2854.0 - 1294.6 5.32 19 17575.0 - 2667.6 - 1161.2 10.76 20 13004.0 - 2405.8 - 927.64 16.61 21 4339.2 - 1979.8 - 496.11 23.1 22 - 399.33 - 777.45 - 106.45 30.56 23 - 3023.8 4743.3 - 604.39 39.77 24 - 5234.6 20218.0 - 1385.2 47.44 25 - 6679.1 26419.0 - 1561.1 45.52 26 - 5037.6 17353.0 -852.5 2.35 27 - 7144.7. 26082.0 - 1473.6 -30.62 28 - 8136.3 32515.0 - 2029.5 -40.49 29 - 7433.2 29602.0 - 2025.1 -48.59 30 - 5078.2 13853.0 - 1206.1 -40.89 31 - 2423.7 43.08 - 362.42 -28.13 32 - 1569.6 -706.2 - 210.88 -17.13 33 - 1119.8 - 1119.8 - 130.45 -6.85 0of52 6/28/05 Part B: LOAD INCREMENT 8: Applied Live Load - STRUCTURAL RESPONSE OF BRIDGE 10 B4 LOAD INCREMENT 8: APPLIED LIVE LOAD 0 • B4.1 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: 13176 - APPENDIX A 51 of 52 6128105 X -D Y -D NP SP MOMENT THRUST SHEAR CD V @C T @C 1(791) -.13 -.59 -6.08 0.9 0.0 -21.13 1.49 0.0 -2.05 -21.05 2(792) -.2 -.59 -6.08 0.9 -2'.6 -20.96 2.6 0.0 -3.16 -20.88 3(793) -.26 -..59 -8.32 2.23 -6.6 -20.68 3.92 2.87 -4.68 -20.47 4(794) -.32 -.59 -10.96 3.36 -12.54 -20.17 5.68 6.53 -6.68 -19.86 5(795) -.34 -.59 -10.78 4.56 -21.01 -19.73 6.9 6.91 -8.2 -19.18 6(796) -.34 -.6 -12.16 5.19 -26.08 -19.71 6.64 7.78 -9.41 -18.49 7(797) -.31 -.6 -7.37 4.09 -30.67 -19.51 6.78 10.19 -10.16 - 17.91, 8(804) -.27 -.61 -11.77 9.41 -36.71 -18.0 -.62 15.d2 -10.56 -15.66 9(825) -.23 -.68 -10.74 3.76 -25.53 -16.06 -8.42 8.8 -10.8 -13.63 10(832) -.19 -.77 -9.51 4.07 -15.72 -14.79 -7.7 7.17 -10.77 -11.78 11(858) -.15 -.9 -9.86 4.58 -6.41 -13.59 -6.46 5.61 -10.53 -9.45 12(884) -.09 -1.08 -11.26 4.07 3.26 -12.34 -4.82 0.0 -10.37 76.74 13(910) -.05 -1.24 -11.4 2.15 8.99 -11.42 -3.06 6.33 -10.47 -4.31 14(935) -.02 -1.39 -9.03 -.21 12.16 -11.08 -1.57 6.69 -10.82 -2.48 15(940) 0.0 -1.49 -5.86 -.71 13.51 -11.11 -.66 6.77 -11.1 -1.3 16(965) 0.0 -1.56 -4.37 -.26 14.03 - 11.19 -.23 6.79 -11.2 -.41 17(990) 0.0 -1.59 -4.01 -.01 14.17 -11.21 0.0 6.83 -11.2 0.41 18(1015) 0.0 -1.56 -4.37 0.26 14.03 -11.19 0.23 6.79 -11.1 1.3 19(1040) 0.0 -1.49 -5.85 0.72 13.52 -11.12 0.65 6.77 -10.82 2.48 20(1045) 0.02 -1.39 -9.04 0.21 12.16 -11.08 1.57 6.69 -10.47 4.32 21(1070) 0.05 -1.24 -11.43 -2.17 9.0 -11.42 3.06 6.33 -10.37 6.75 22(1095) 0.09 -1.08 -11.21 -4.05 3.25 -12.34 4.82 0.0 -10.54 9.45 23(1121) 0.15 -.9 -9.87 -4.58 -6.42 -13.59 6.46 5.61 -10.77 11.78 24(1147) 0.2 -.77 -9.52 -4.08 -15.74 -14.79 7.7 7.17 -10.8 13.64 25(1153) 0.23 -.68 -10.69 -3.75 -25.55 -16.07 8.42 8.8 -10.56 15.65 26(1180) 0.27 -.61 -11.83 -9.47 -36.72 -18.0 0.62 15.02 -10.16 17.92 27(1187) 0.31 -.6 -7.35 -4.17 -30.69 -19.53 -6.78 10.19 -9.42 18.51 28(1188) 0.34 -.6 -12.13 -5.19 -26.09 -19.73 -6.64 7.78 -8.21 19.2 29(1212) 0.34 -.6 -10.85 -4.58 -21.01 -19.75 -6.9 6.91 -6.68 19.88 30(1211) 0.32 -.59 -10.96 -3.37 -12.55 -20.19 -5.68 6.53 -4.68 20.5 31(1210) 0.26 -.59 -8.3 -2.18 -6.61 -20.7 -3.92 2.87 -3.16 20.89 32(1209) 0.2 -.59 -6.06 -.94 -2.6 - 20.98 -2.61 0.0 -2.05 21.07 33(1208) 0.13 -.59 -6.06 -.94 0.0 -21.15 -1.5 0.0 Project: 13176 - APPENDIX A 51 of 52 6128105 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 Project: 13176 - APPENDIX A 52 of 52 6128105 FSI FSO FC FV 1 - 1414.4 - 1414.3 - 164.77 15.43 2 - 2248.8 - 723.91 - 311.46 26.93 3 - 4057.3 1931.5 - 667.05' 40.55 4 - 7382.4 22404.0 - 1827.0 58.78 5 - 11527.0 44802.0 - 2431.9 71.39 6 - 12080.0 .50109.0 - 2420.0 61.04 7 - 10091.0 41244.0 - 2061.3 46.29 8 - 7180.7 29239.0 - 1268.6 -2.79 9 - 9678.2 42022.0 - 2129.3 -68.0 10 - 7751.2 30483.0 - 2025.0 -75.89 11 - 4036.9 7994.9 - 860.86 -66.88 12 184.96 - 1649.4 -269.2 -49.88 13 14427.0 - 2892.1 - 1064.5 -31.63 14 23226.0 - 3609.3 - 1547.9 -16.24 15 26633.0 - 3851.4 - 1729.4 -6.79 16 27826.0 - 3997.3 - 1802.6 -2.4 17 28603.0 - 3921.8 - 1823.3 -.01 18 27830.0 - 3997.8 - 1802.9 2.4 19 26639.0 - 3852.1 - 1729.7 6.78 20 23235.0 - 3610.2 - 1548.4 16.24 21 14431.0 - 2892.7 - 1064.8 31.68 22 181.83 - 1647.0 - 268.69 49.92 23 - 4040.4 8010.4 - 861.88 66.9 24 - 7756.7 30511.0 - 2025.6 75.93 25 - 9684.5 42057.0 - 2129.9 68.0 26 - 7182.7 29247.0 - 1269.0 2.78 .27 - 10097.0 41258.0 - 2061.7 -46.3 28 - 12091.0 50129.0 - 2420.9 -61.08 29 - 11535.0 44815.0 - 2432.5 -71.42 30 - 7387.5 22410.0 - 1827.9 -58.77 31 - 4062.3 1935.8 - 667.93 -40.55 32 - 2252.2 - 723.06 - 311.99 -26.97 33 - 1415.9 - 1415.9 - 164.99 -15.51 Project: 13176 - APPENDIX A 52 of 52 6128105 FOUNDATION CALCULATIONS , . t y . t • 1 0 VCrc:= �C.,. SPAN® BRIDGE BRIDGE FOUNDATION CALCULATIONS JOB #: 13176 NAME: Jefferson ST / Hawthorne CT DATE: 27- 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 0/0. 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 B = 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,;,, x.00070 (PerAASHTO 8.17. 1) Pmax =0-0214 As;eq'd = 0.15 inA2/ft Tie bars = #4 @ 12 in FACTORED SOIL BEARING PRESSURES: COfactored di = 4.2 ksf O)factored ii = 0:9 ksf Long. bars = #6 @ 12 in (0totai = 5.2 ksf ASactuai = 0.20 inA2/ft OK winside. factored = 5.3 ksf CHECK SHEAR: woutside. factored = 5.0 ksf Vu = 1.9 k/ft �Vc = 22.9 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, cot,,, ,, is the total live or dead load spread over the actual footing width. Loads (0;,,Side and (Ooul,id, are the factored soil contact pressures at the inside and outside face of the Ming, respectively. These pressures are used for structural design of the footing per AASHTO 4.4.7.1.1.1. The load factors for the soil pressures are 1.3 for dead load, and 2.17 for live loads. -E,is the steel yield strength and L is the concrete compressive strength in the footing only. B is the extension of the footing past the culvert leg and is used for strip footings only. 18. MM= Co 12 /2 for strip footings and 0)(span)2 /'8 for a base slab. 9. d = distance from extreme compression fiber to centroid of tension reinforcement. 10. Ru = MObd" 11. M = fy /(.85)f, 12. p = 1 /m(1- sgrt(1- 2mRu /fy)) 13. pA,;,, is calculated based on 1.2M,:r or 13 M„ per AASHTO 8.17.1. 14.As =pbd 15. jVc = 2�(f c) "(b)(d) ( AASHTO 8-49) o 16. R! = B - 2e ( AASHTO 4.4.7.1.1.1) g Footing j (L Precast Unit Leg Outside of Footing Inside of Footing D x B n BEARING & ECCENTRICITY CHECK JOB #: 13176 NAME: Jefferson ST / Hawthorne CT DATE: 27- 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.,KPma, 3.0 live load HS 20 -44 max. friction coefficient, fsmaa 0.30 bridge span 24 ft bridge rise 10.00 ft vertical load, R, 16.58 k/f . horizontal load, Rh 0.72 k/f overburden, Z 14.67 ft depth to bottom of footing, Z +D 16.67 ft Q), . at rest pressure 1, P, 0.88 ksf at rest pressure 2, PZ 1.00 ksf total force from at rest pressure -1.88 k/f O calculated friction coefficient, fs 0.06 R actual fS ( <= fsma:) 0.06 total friction force, Ft 1. 1.6 k/f P ' calculated passive pressure coeff., K 0.00 R,, actual KP ( <= KPmaa-KO) 0.00 passive pressure 1, Pl 0.00 ksf P' X passive pressure 2, P2 0.00 ksf B total force from passive pressure 0.00 k/f f ECCENTRICITY AND BEARING PRESSURE: Vertical Horizontal Moment Moment Description Force (k ft) Force (k/ft) Arm (ft) (t_k/ft) 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, e -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 • • ENDWALL CALCULATIONS • • CON SPAN® Endwall Design Calculations BRIDGE SYSTEMS Project: Jefferson ST / Hawthorne CT Job #: 13176 Date: 6/29/2005 Engineer. KLD Input: Forces at: Span = 24 ft Top of wall, w, = Q.27 klf . Rise = 10 ft Bottom of wall, w2 =.0.84 klf Cover, max. = 4.00 ft Ysoil = 120 pcf Moments: K = 0.47 M5 = 7.03 k -ft Mu = (r)(Re)MS = 10.50 k -ft Endwall Design: fc =4ksi 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 /0.85 f = 17.65 Nalculated = 0.0034 pmin =• 0.0031 (for 1.2M,r.perAASHTO 8.17. 1). .. pmax = 0.0214 (for 0.•75 p b per AASHTO 8.16:3.1.1) p,e,�d = 0.0034 . OK, required reinforcement. is within acceptable range As roq'd = 0.31 inA2/ft Aprovlded = 0.46 in^2/ft OK, Asprovided > Asreq'd a =0.677 in W„ = 15.22 k -ft OK, phi *Nln > Mu ** Note: Load and resistance factors per AASHTO 16th Edition, 1996, and all interims • 0 ?rvice.Loads Reinforcing (Crack.Control): do = 2.31 in A = 37.00 in 12 z = 130.0 Win fs.1l.able = 29.5 ksi. (per AASHTO.8.16.8.4) n = 8.04 P actual = Asprovlbd = 0.0050 k = 0.246 jd = 7.1 in fs actual = 25.96 ksi OK, fsallow > fsact Spcn Wz • 17�