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0112-182 (CSCS) Geotechnical Investigation Reports0 Earth Systems ti Southwest June 5, 2002 One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, California 92253 Attention: Mr. Dave Smoley Project: Staples Office Superstore One Eleven La Quinta Center La Quinta, California Subject: Report of Field Density Testing Footings 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 (800)924-7015 FAX (760) 345-7315 File No.: 08344-02 02-06-713 On March 22, 2002, a representative of our firm performed density tests at the above referenced project. Tests were performed at random locations in accordance with ASTM D 2922-81, Method A or B and ASTM D 3017-88 Nuclear Density Test Procedure. Tests were performed as per authorization of Mr. Michael J. Shovlin. The estimated locations of the tests are presented on the attached plans with their results being summarized on the attached test report sheet. A total of 17 density tests were performed. Test results indicate that a minimum of 90% relative compaction has been obtained within the areas tested. The maximum density -optimum moisture were determined in the laboratory in accordance with ASTM D 1557-91, Method A or C. Test results are as follows: Soil Description - ' USCS Gray brown Sand, very SP/SM fine to fine grained DISCUSSION: Maximum Density 106.3 pcf Optimum Moisture 14.4% l .F The project is located on a vacant lot adjacent to existing businesses and the Stater Brothers shopping center in the Highway 111 La Quinta Shopping Center Place in the City of La Quinta, California. June 5, 2002 - 2 - File No.: 08344-02 02-06-713 2. Prior to our arrival, the footing had been excavated, moisture conditioned and was ready for testing. The purpose of testing was to observe compliance with the minimum requirements of the City of La Quinta. LIMITATIONS The test results summarized in this report present the moisture and density only at the locations and depths tested on the specified dates. The summarized field and laboratory tests were performed in accordance with engineering principles generally accepted at this time and location. No opinion is expressed as to the uniformity of the material or compaction. No guaranty or warranty of the contractor's work is made or implied. The test locations are approximate and are determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and surveying information provided by others. With any manufactured product there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. As compared with other manufactured products, field construction usually presents large statistical variations in its uniformity and accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be.said that all parts of the product comply with the job requirements although the degree of certainty is greater with full-time observation and testing than it is with testing only. Therefore; our opinion, based on testing the work means that there is only a statistically -based probability that the densities obtained comply with the job requirements. This report is issued with the understanding that it is the responsibility of the owner, or of his representative to ensure that this report is submitted to the appropriate governing agencies. If there are any questions, please do not hesitate to contact this office. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Reviewed b QpOFESS/Oh\ PpJG S. G Sc, CE 38234 m Steven Clanton Craig S. Wl EXP. 03/31/05 ' Field Technician CE 3823 s cnnu Compaction/sc/csh/dac TF OF C L�fv Distribution: 4/One Eleven La Quinta, LLC c/o Desert Cities Development 1/RC File 2/131) File EARTH SYSTEMS SOUTHWEST RhrORT OF RELATIVE COMPACTIOwS JOB NAME: Staples Office Superstore, 111 La Quinta Center LOCATION: La Quinta, California FILE NO.: 08344-02 REPORT NO: 02-06-713 Page 1 of 1 Test No Date Tested Description Elevation %Moisture Dry Density Relative Maximum In Place In Place Compaction Density Footings 1 03/22/02 Per Plan BOF 9.2 99.3 92 106.3 2 03/22/02 Per Plan BOF 8.7 100.7 94 106.3 3 03/22/02 Per Plan BOF 10.1 99.5 92 106.3 4 03/22/02 Per Plan BOF 9.0 101.3 95 106.3 5 03/22/02. Per Plan BOF 9.1 102.9 96 106.3 6 03/22/02 Per Plan BOF 9.4 102.5 96 106.3 7 03/22/02 Per Plan BOF 7.5 101.8 95 106.3 8 03/22/02 Per Plan BOF 8.2 102.8 96 106.3 9 03/22/02 Per Plan BOF 8.6 103.6 97 106.3 10 03/22/02 Per Plan BOF 6.8 101.8 95 106.3 11 03/22/02 Per Plan BOF 7.1 103.8 97 106.3 12 03/22/02 Per Plan BOF 7.4 101.4 95 106.3 13 03/22/02 Per Plan BOF 8.2 101.5 95 106.3 14 03/22/02 Per Plan BOF 10.5 101.6 95 106.3 15 03/22/02 Per Plan BOF 11.2 101.1 95 106.3 16 03/22/02 Per Plan BOF 9.7 100.5 94 106.3 17 03/22/02 Per Plan BOF 6.5 97.5 91 106.3 BOF = Bottom of Footing June 5, 2002 EARTH SYSTEMS SOUTHWEST 0 =Approximate Test Locations `Map Not To Scale COMPACTION MAP Staples Office Superstore 111 La Quinta Center I File No.: 08344-02 Earth Systems Southwest Earth. Systems 1PI Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 (800)924-7015 FAX (760) 345-7315 April 1, 2002 Desert Cities Development 46-753 Adams Street La Quinta, California 92253 Attention: Mr. Parin Columna General Superintendent File No.: 08344-01 02-04-711 Subject: Chemical Testing of On-site Soils Project: Proposed Staples Office Super Store and Ross Dress for Less One Eleven La Quinta Center La Quinta, California References: Earth Systems Southwest, Soil Engineering Report Update with Supplemental Recommendations, Staples Office Superstore and Ross Dress for Less, One Eleven La Quinta Center, La Quinta, California, File No.: 08344-01, Report No.: 01 -09 -776. - This letter has been prepared for your use with regards to the recommendations in the referenced Soil Engineering Report Update that pertain to the potential adverse corrosion effects of on-site soils to buried concrete and metal pipes. The Uniform Building Code is very specific about parameters for concrete mix designs that we have incorporated into our report. However, our report does not specifically address mitigation for protection of buried pipes. We understand that there will not be any buried pipes in direct contact with soil. We understand that buried pipes will consist of plastic PVC or will be bituminous dipped, wrapped, or encased on PVC sleeves. Therefore, it is our opinion that a specific corrosion analysis is not warranted since buried metal pipe will not be in direct contact with the soil. The contractor(s) working in and around the area of buried pipes should be careful not to nick the protective coating on buried pipes. Should you have any questions concerning our addendum report please give us a call and we will be pleased to assist you. Sincerely, pFESS/p EARTH SY y. q. coo a CE.38,234 m Craig S. Hi J EXR..03141/05 cr x CE 38234 S�qT CMS Q,?�P Distribution: REC, eli 1/R 2/BD File EARTH SYSTEMS SOUTHWEST F1EB 11 2001 2:56PM EARTH SYSTEMS SW 17603457315 . Earth Systems ` Southwest 79-811B Country Club Drive Danes, CA 92201 _�___�.----------_— ._ ..--------.._ i (760) 345-1588 -' — - -- • 0) 924-7015 FAX (80 0) 344-7315 i February 11, 2002 File No.: 08344-01 • 02-02-720 w _ Desert Cities Development 46-755 Adams Street 4 La Quinta, California 92253 Attention: Mr. Parin Columna General Superintendent Subject: Over -excavation adjacent to Existing Structure and Improvements Project: Proposed Staples Office SuperStore and Ross Dress for Less • One Eleven La Quinta Center La Quinta, California References: 1. Buena Engineers, Inc., Geotechnical Engineering Report, One Eleven La Quinta Center, La Quinta, California, File No.: B7 -2083-P1, Report No.: 90- 04-724, dated April 5, 1990. 2. Buena Engineers, Inc., Report of Testing and Observations During Grading, 111 La Quinta Center, La Quinta, California, File No.: B7 -2083-P3, Report No.: 92-04-737, dated April 13, 1992. 3. Earth Systems Southwest, Soil Engineering Report Update with Supplemental Recommendations, Staples Office Superstore and Ross Dress for Less, One Eleven La Quinta Center, La Quinta, California, File No.: 08344-01, Report No.: 01-09-776. This letter has been prepared for your use with regards to the recommendations provided in the referenced update relative to the depth of over -excavation and distance outside the perimeter of the proposed structures. The referenced update report recommends over -excavating to a depth of 2 feet below existing grade and to a distance of at least 5 feet outside'the perimeter of the building. This should be accomplished within the building footprint and along the sides of the building where permitted by unobstructed grading. In areas where the proposed building will adjoin existing structures or existing improvements such as paving or offsite utility lines, the over -excavation should be accomplished by excavating down and away from the existing structure starting at an elevation of one-half the depth of the footing and proceeding down and away from the existing foundation or improvement at an angle of 1:1 to the recommended depth of over -excavation. Previously removed soils, once cleaned of debris and other deleterious material, may be moisture conditioned and replaced in thin lifts and compacted to a minimum of 90% of maximum dry density. The depth of over -excavation may require deepening depending upon the depth of the deepest footing. This condition is most likely to occur at the rear of the buildings were there may be EARTH SYSTEMS SOUTHWEST p.2 FEB 11 2001 2:56PM EARTH SYSTEMS SW 17603457315 P,3 February 11, 2002 -2- File No.: 08344-01 02-02-720 I partially-sulitei'taneaii 1'6i ding docks. In this case the depth of removal and recompaction should be measured from-the_bottom of the footings as opposed to existing grade. Should you have any questions concerning our addendum report please give us a call and we will Ij be pleased to assist you. Sincerely, pESS1p EARTHS ST LacE 382Um Craig S. f%P. CE 38234 * �4 CMS P Letter/csh/d.ac �� - C Distribution: 4/Desert Cities Development 1/RC File 4i 2/13D File } EARTH SYSTEMS CONSULTANTS SOUTHWEST Earth Systems ti Southwest September 25, 2001 Desert Cities Development 46-755 Adams Street La Quinta, California 92253 Attention: Mr. Dave Smoley Subject: Soil Engineering Report Update with Supplemental Recommendations Project: Staples Office Superstore and Ross Dress For Less One Eleven La Quinta Centre La Quinta, California 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1538 (800)924-7015 FAX (760) 345-7315 File No.: 08344-01 01-09-776 In accordance with your request, we have reviewed previously prepared documents associated with the previously completed rough grading; tested the existing pad fill; and obtained additional samples to be tested for maximum density, pH, resistivity, soluble chloride, and soluble sulfate. The subject lot was originally mass graded as part of the shopping center development. Site Grading Based upon our review of the soil testing at the subject tract, performed through April 14, 1998, it is our opinion that the grading on the subject lots has been performed in general accordance with the project plans and above referenced geotechnical, engineering report. The subject building pads, prepared and compacted as of the completion of the overall mass grading that included the removal and recompaction of the upper 10 feet of soil and the replacement of this soil as a compacted structural fill. It is our opinion that the subject pads were graded adequately for the proposed use. However, over three years have passed since the finish grading therefore some remedial effort is recommended prior to precise grading and building construction. Testing of the pads on August 30, 2001 indicated that the surface fill soils have dried out and the relative compaction has decreased significantly. Four field density tests were conducted and the relative compaction ranged from 77 to 85% with moisture contents ranging from 3 to 2%, respectively, based on a maximum density (ASTM D1557) of 119.5 pounds per cubic foot (pco at an optimum moisture of 12.5%. The lots should be initially prepared by removing any organic growth from the pad surface. The pad should then be over -excavated to a depth of two feet below the proposed pad grade, scarified an additional 12 -inches, moisture conditioned and recompacted to a minimum of 90% relative compaction. If the current pad elevation is to be altered from its current elevation, fills should be compacted as recommended in the referenced soil engineering report. If the pad is to be lowered in elevation, the depth of . moisture conditioning may need to be increased. Additionally, it G! September 25, 2001 -2- File No.: 08344-01 01-09-776 depending upon the depth of cut (if any), additional over -excavation and compaction may be required. Mitigation of Soil Corrosivity One sample of the upper 12 inches of existing fill soil from each lot was obtained and tested for pH, resistivity, soluble chloride, and soluble sulfate (results attached). This type of testing serves as an indicator as to the potential adverse effects of reinforcing steel, concrete, and buried pipes. The existing fill soils were found to have moderate sulfate ion concentration (0.17 to 0.19%) and low chloride . ion concentrations (0.031 to 0.07%). Sulfate ions can attack the cementitious material in concrete, causing weakening of the cement matrix and eventual deterioration by raveling. Chloride ions can cause corrosion of reinforcing steel. The Uniform Building Code requires for moderate sulfate conditions that type II Portland Cement be used with a maximum water cement ratio of 0.50 using 4,000 psi concrete mix (UBC Table 19-A-4). A minimum concrete cover of 3 inches should be provided around steel reinforcing or embedded components exposed to native soil or landscape water (to 18 inches above grade). Additionally, the concrete should be thoroughly vibrated during placement. Electrical resistivity testing (86 to 260 ohm -cm) of the soil suggests that the site soils may present a very severe corrosion potential for metal loss from electrochemical corrosion processes. Corrosion protection of steel can be achieved by using epoxy corrosion inhibitors; asphalt coatings; cathodic protection; or encapsulating with densely consolidated concrete. Earth Systems does not practice corrosion engineering and we recommend that a qualified corrosion engineer evaluate the general corrosion potential with respect to metal construction materials at the site and review the proposed design. The chemical test results are attached. Concrete Slabs -on -Grade Subgrade: Concrete slabs -on -grade and flatwork should be supported by compacted soil as discussed above and in the referenced geotechnical engineering report. Vapor Barrier: In areas of moisture sensitive floor coverings, an appropriate vapor barrier should be installed in order to reduce the potential for moisture transmission from the subgrade soil to the slab. The effectiveness of the moisture barrier is dependent upon the quality of the product, methodology/quality of the overlaps, protection of the barrier during construction, and the successful sealing off of the barrier around utility lines. We recommend that an impermeable membrane (6 -mil plastic) underlie the floor slabs. The membrane should be covered with 2 inches of sand to help protect it during construction and to aide in concrete curing. The sand should be lightly moistened just prior to placing the concrete. Low -slump concrete* should be used to help minimize shrinkage. Slab thickness and reinforcement: Slab thickness and reinforcement of slab -on -grade are contingent upon the structural engineer or architect's recommendations and the expansion index of the supporting soil. Based upon our findings, a modulus of subgrade reaction of approximately 200 pounds per cubic inch can be used in concrete slab design. EARTH SYSTEMS SOUTHWEST Im September 25, 2001 -3 - File No.: 083.1=1-01 01-09-776 Concrete slabs and flatwork should be a minimum of 4 inches thick (actual, not nominal). Concrete floor slabs may either be monolithically placed with the foundations or doweled after footing placement. However, the design engineer/architect should consider the potential adverse effects of temperature changes when providing recommendations for concrete slabs as well as the effects of a free floating slab versus slabs tied to the adjacent footings. The project architect or geotechnical engineer should continually observe all reinforcing steel in slabs during placement of concrete to check for proper location within the slabs and/or footings. Control Joints: Control joints should be provided in all concrete slabs -on -grade at a maximum spacing of 36 x slab thickness (12 feet maximum on -center, each way) as recommended by American Concrete Institute (ACI) guidelines. All joints should form approximately square patterns to reduce randomly oriented contraction cracks. Contraction joints in the slabs should be tooled at the time of the pour or saw cut (1/4 of slab depth) within 8 hours of concrete placement. Construction (cold) joints should either be thickened butt joints with one-half inch dowels at 24 -inches on center or a thickened keyed joint to resist vertical deflection at the joint. All construction joints in exterior flatwork should be sealed to prevent moisture or foreign material intrusion. Precautions should be taken to prevent curling of slabs in this and desert region during the curing process. The contractor should take precautionary measures to ensure proper batching of the concrete, proper placement (without effecting the maximum water/cement ratio), proper finishing, and proper curing. These procedures will reduce the potential for randomly oriented cracks, however, may not eliminate them from occurring. Seismic Design At a minimum, design of onsite structures should conform to the latest editions of the Uniform Building Code, or City/County codes, whichever is most restrictive. It should be noted that building codes are generally intended to protect human safety and prevent structural collapse. They are not necessarily intended to prevent structural damage or preserve functionality after a large earthquake. Therefore, more stringent seismic design should be considered if a particular level of structural performance is desirable after a large, earthquake. That design should be based on a site and project specific seismicity analysis. The following are updated 1997 UBC seismic design values. Reference Seismic Zone: 4 Figure 16-2 Seismic Zone Factor, Z: 0.4 Table 16-I Soil Profile Type: Sp Table 16-5 Seismic Source Type: A Table 16-U Closest Distance Known to Seismic Source: 9.1 km= 5.7 miles (San Andreas Fault -Southern) Near Source Factor Na: 1.04 Table 16-5 Near Source Factor, Nv: 1.27 Table 16-T Seismic Coefficient, Ca: 0.46 =0.44Na Table 16-Q Seismic Coefficient, Cv: 0.81 =0.64Nv Table 16-R EARTH SYSTEMS SOUTHWEST September 25, 2001 - 4 - File No.: 08344-01 01-09-776 Except as mentioned above, it is our opinion that the referenced documents are applicable to the proposed development. We make no representation as to the accuracy of the dimensions, measurements, calculations, or any portion of the design. Should you have any questions concerning our report please give us a call and we will be pleased to assist you. Sincerely, EARTH SY , msss WEST ti pdG S. y� 9(� c7 EE 38234 m Craig S. EXE. a�lros CE 3823 s 9 zS a1 'y CML rFOF CALIF�P Distribution: ies Development 1/RC File IBD File EARTH SYSTEMS SOUTHWEST 1 EARTH SYSTEMS SOUTHWEST ONE ELEVEN LA QUINTA, LLC C/O DESERT CITIES DEVELOPMENT 46-753 ADAMS STREET LA QUINTA, CALIFORNIA 92253 REPORT OF TESTING AND OBSERVATIONS DURING GRADING OF STAPLES OFFICE SUPERSTORE 111 LA QUINTA CENTER LA QUINTA, CALIFORNIA F116 No.: 08344-02 02-04-708 1. 1 f'_% Earth Systems ' Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 (800)924-7015 ' FAX (760) 345-7315 April 2, 2002 File No.: 08344-02 ' 02-04-708 One Eleven La Quinta, LLC ' c/o Desert Cities Development 46-753 Adams Street La Quinta, California 92253 ' Attention: Mr. Dave Smoley Project: Staples Office Superstore ' 111 La Quinta Center La Quinta, California ' Subject: Report of Testing and Observations Performed During Grading ' Reference: 1. Earth Systems Southwest, Soil Engineering Report Update, Report No.: 01-09- 776. 2. Earth Systems Southwest, Supplemental Recommendations of Over -excavation ' Adjacent to Existing Structure, dated February 11, 2002, Report No.: 02-02- 720. ' Submitted herewith is a report of testing and intermittent observations performed during the grading on the above referenced project. Grading operations were performed by Earth Sculptures using conventional heavy equipment. Testing was performed as per authorization of ' Mr. Michael J. Shovlin. Test results are presented on the attached test report sheet with their estimated locations plotted. ' on the accompanying plan. Compaction tests were performed in accordance with ASTM D 2922-81, Method A or B, and ASTM D 3017-88 Nuclear Density Test Procedures. ' Maximum Density -Optimum Moisture were determined in the laboratory in accordance with ASTM D 1557-91, Method A or C. ' Test results are as follows: Soil Description USCS Maximum Density Optimum Moisture ' Gray brown Sand, very fine to fine grained SP 106.3 pcf 14.4% 11 ' Xpnil 2, 2002 - 2 - File No.: 08344-02 02-04-708 ' DISCUSSION: ' 1. The project is located on a vacant lot adjacent to existing businesses and the Stater Brothers shopping center in the Highway 111 La Quinta Shopping Place in the City of La Quinta, California. ' 2. Prior to grading, the site consisted of vacant lots adjacent to existing businesses. 3. The proposed development will consist of a 24,106 square foot Staples building with a submerged truck ramp in the rear of the building. 4. The scope of our work was based on the referenced geotechnical engineering report, and ' plans and staking by others. 5. The site was cleared of pre-existing vegetation and pre -watered prior to grading ' operations. r 6." The building pad was over -excavated to a depth of 2 feet below existing grade and to a distance of 5 feet beyond the perimeter footings except along the west side where the ' existing building and Staples will align. In this area where the two buildings will join, the over -excavation was sloped 1:1 away from the existing building to reduce potential damage. ' 7. Fill materials consisting of previously removed soils as well as import soils were placed in relatively thin lifts and compacted into place. ' 8. A truck ramp was excavated on the north side of the pad. The ramp is approximately 4 feet below pad grade at the deepest point. Compaction tests were performed in potholed ' areas 2 feet below the ramp elevations. 9. A total of 47 compaction tests were performed. I10. Test results indicate that a minimum of 90% of maximum dry density has been obtained in the areas tested. ' 11. The test locations are approximate and are determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and survey information provided by others. 12. Bearing values given in the referenced report remain applicable. 13. The foundation design criteria as outlined in the referenced report still apply. 14. Please refer to the referenced Geotechnical Engineering Report for further information. 15. Based upon intermittent observations and testing during the fine grading operations, from March 11 through March 19, 2002, on this project, it is our opinion that the intent of the recommendations of the referenced soil engineering report as well as the ordinance of the City of La Quinta, have essentially been complied with. 16. As used herein, the term "observation" implies only that we observed the progress of work we agreed to be involved with, and performed tests on which together we based our opinion as to whether the work essentially complies with the job requirements. We make EARTH SYSTEMS SOUTHWEST April 2, 2002 - 3 - File No.: 08344-02 02-04-708 no warranty, express or implied, except that our services are performed in accordance with engineering principles generally accepted at this time and location. 17. With any manufactured product, there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. As compared with other manufactured products, field construction usually presents large statistical variations in its uniformity and accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be said that all parts of the product comply with the job requirements and the degree of certainty is greater with full-time observation than it is with intermittent observations and testing. Therefore, our opinion, based on observing and testing the work means that there is only a statistically based, reasonable certainty that the work essentially complies with the job requirements. 18. We make no warranty, expressed or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. 19. It is recommended that Earth Systems Southwest (ESSW) be provided the opportunity for a general review of any changes to the final design and/or location of the proposed structures in order that earthwork and foundation recommendations may be properly interpreted. If ESSW is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. 20. This report is issued with the understanding that it is responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the architect and engineers for the project and are incorporated into the plans and specifications for the project. It is also the owner's responsibility, or his representative, to ensure that the necessary steps are taken to see that the general contractor and all subcontractors carry our such recommendations in the field. It is further understood that the owner or his representative is responsible for submittal of this report to the appropriate governing agencies. If there are any questions concerning this report, please do not hesitate to contact this office Respectfully submitted, EARTH SYSTEMS SOUTHWEST Karl Hewes Field Technician Grading/kh/csh/dac Distribution: 4/One Eleven La Quinta, LLC c/o Desert Cities Development 1/RC File 2/BD File Reviewed by, Shelton L. Stringer GE 2266 EARTH SYSTEMS SOUTHWEST FSiO L. e Nq� ON L S T,j� rn N No•6-3()-04 266 S cr ExP. ��lcFOTEC�ZN �TF 0 C / ., I REPORT OF RELATIVE COMPACTIONS ' JOB NAME: Staples Office Superstore I LOCATION: La Quinta, California JOB NO: 08344-02 REPORT NO: 02-04-708 Pnop 1 of') Test No Date Tested Description Elevation %Moisture Dry Density Relative Maximum In Place In Place Compaction Density Building Pad 1 03/11/02 Per Plan 72.7 5.7 100.8 95 106.3 2 03/11/02 Per Plan 72.7 3.6 101.9 96 106.3 3 03/11/02 Per Plan 72.7 5.4 97.8 92 106.3 4 03/11/02 Per Plan' 72.7 7.6 97.4 92 106.3 5 03/11/02- Per Plan 72.7 6.3 104.3 93 106.3 6 03/12/02 Per Plan 72.7 9.1 101.7 96 106.3 7 03/12/02 Per Plan 72.7 7.6 104.5 93 106.3 8 03/13/02 Per Plan 72.5 10.8 98.2 92 106.3 9 03/13/02 Per Plan 72.5 10.5 98.6 92 106.3 10 03/13/02 Per Plan 72.5 9.8 99.4 93 106.3 11 03/13/02 Per Plan 72.5 11.4 97.6 91 106.3 12 03/13/02 Per Plan 74.5 11.2 102.3 96 106.3 13 03/13/02 Per Plan 74.5 10.9 101.6 95 106.3 14 03/14/02 Per Plan 72.5 13.6 98.5 92 106.3 15 03/14/02 Per Plan 72.5 12.8 99.6 93 106.3 16 03/14/02 Per Plan 72.5 12.4 99.1 93 106.3 17 03/14/02 Per Plan 72.5 10.9 99.5 93 106.3 18 03/14/02 Per Plan 72.5 12.4 100.6 94 106.3 19 03/15/02 Per Plan 72.5 12.6 100.3 94 106.3 20 03/15/02 Per Plan 72.5 11.8 99.7 93 106.3 21 03/15/02 Per Plan 72.5 12.2 101.6 95 106.3 22 03/15/02 Per Plan 72.5 10.4 100.8 94 106.3 23 03/15/02 Per Plan 72.5 10.8 101.3 95 106.3 24 03/15/02 Per Plan 74.5 13.4 102.8 96 106.3 25 03/15/02 Per Plan 74.5 12.8 102.4 96 106.3 26 03/15/02 Per Plan 74.5 12.6 101.0 95 106.3 27 03/15/02 Per Plan 74.5 13.1 103.5 97 106.3 28 03/15/02 Per Plan 74.5 13.7 101.7 95 106.3 29 03/15/02 Per Plan 74.5 12.2 101.3 95 106.3 30 03/18/02 Per Plan 72.5 8.3 98.9 93 106.3 31 03/18/02 Per Plan 72.5 8.5 100.7 94 106.3 32 03/18/02 Per Plan 72.5 7.9 98.1 92 106.3 I April 2, 2002 EARTH SYSTEMS SOUTHWEST ' RtPORT OF RELATIVE COMPACTIvNS ' JOB NAME: Staples Office Superstore ' LOCATION: La Quinta, California JOB NO: 08344-02 REPORT NO: 02-04-708 Paup 7 of 7 Test No Date Tested Description Elevation %MoistureDry Density Relative Maximum In Place In Place Compaction Density 33 03/18/02 Per Plan 72.5 9.0 98.5 92 106.3 34 03/18/02 Per Plan 72.5 8.4 97.5 91 106.3 35 03/18/02 Per Plan 74.5 11.3 102.8 96 106.3 36 03/18/02 Per Plan 74.5 12.7 101.4 95 106.3 37 03/18/02 Per Plan 74.5 12.1 104.1 97 106.3 38 03/18/02 Per Plan 74.5 10.8 102.2 96 106.3 39 03/18/02 Per Plan 74.5 11.5 102.6 96 106.3 40 03/19/02. Per Plan 72.5 11.4 100.8 94 106.3 .41 03/19/02 Per Plan 74.7 10.3 102.7 96 106.3 42 03/19/02 Per Plan 74.7 9.5 103.5 97 106.3 43 03/19/02 Per Plan 74.7 10.7 102.8 96 106.3 44 03/19/02 Per Plan 72.5 9.1 101.3 95 106.3 45 03/19/02 Per Plan 70.5 10.1 101.5 95 106.3 46 03/19/02 Per Plan 68.5 7.2 98.7 92 106.3 47 03/19/02 Per Plan- 68.5 9.9 103.0 96 106.3 April 2, 2002 EARTH SYSTEMS SOUTHWEST . .. F.H. Q _ EXISTING 118 WATER MAIN I 1 EXISTING STREET a 1 I 2"-4" CONDUITS C NLY GA5 METER BY GA5 CO. PER LLD. REQUIRE ENTS TOTAL DEMAND: 2125 CFM a 'v F N a7 TRUCK YYELL ❑ L 5 44 J C,W 42 43 41 O30 O 39 32 31 O 33 z35 19 36 Q 37 tu N um ujw Ul W J / N F I 25 29 co In i 16 l q L to I 27 L i 28 L u / z i 2s L j Q l m O 10 11 12 L �z 1 O Xi O L �w I 2 O I / 1 O O L i I G I q O � O I ❑gI ❑ '0. [:P ^ ❑ ❑ NEYV GONG. YIALk EXISTING (FIN15H TO MAT H EXI5TING) LATERAL 9 AS-1 I TING STREET Le end Compaction Map (1) Approximate Test Location Staples Office Superstore La Quinta, California Project No.: 08344-02 � � I Drawing not to scale Earth Systems ISouthwest Earth Systems S,.uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: March 29, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Main Building, South West Corner Perimeter Footing 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-02 Report No.: 1279 Date Cast: 3-22-02 Slump, in: 4 1/4" ASTM C-143 Date Received: 3-25-02 Penetration, in N/A Cast By: Roy Douglas Air Temp, °F: 75 ASTM C-1064 Time Sampled: 10:35 AM Cone Temp, °F: 78 Mix Design: 02030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 5 gallons Ticket No: 62118 Number of cyl: 3 Time In Mixer: 58 minutes Lab Number l - 2 3 Date Tested 3-29-02 4-20-02 4-20-02 Age at Test 7 28 28 Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 78,500 Strength, psi 2,780 Type of Break Conical Tested By SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/Mr: Dave Smoley EARTH SYSTEMS SOUTHWEST 1/Simon 1/Billing Man,4-C mwdel_�-- � - A Earth Systems r,%Z-7e Southwest March 28, 2002 Desert Cities Development 46-753 Adams Street La Quinta, California 92253 Attention: Mr. Dave Smoley Project: Staples Office Superstore One Eleven La Quinta Center La Quinta, California Subject: IFootings Along The Postal Place 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 (800)924-7015 FAX (760) 345-7315 File No.: 08344-02 02-03-807 The purpose of this letter is to present written confirmation of what has transpired in regard to the footing along.the east side of the Postal Place. When the west footing for the new Staples Office Superstore was excavated it was found to be bottomed 12 inches below the footing for the existing Postal Place. The contractor was told to fill in the excavation in the area of the center third and place concrete for the footings in the two end thirds, after the concrete had cured excavate the center third of footings and place concrete. Concrete should then be placed in the cavity between the two buildings to the original existing grade level of the existing Postal Place footing. Both walls should be waterproofed as well as the roof of the new structure in order to reduce the potential of water intrusion. If you should have any questions regarding this letter, please do not hesitate to contact the undersigned. Respectfully sub ssi EARTH SYS ST � F W CE 38234 m EXP. 03/31/05 Craig S. Hil CE 38234 sr Cnm. 9lFOF Cxoiu Letter/csh/dac Distribution: 4/Desert Cities Development 1/13D File 1/RC File Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: June 8, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall, East Side, 3rd Lift. Date Cast: 4-12-02 Date Received: 4-15-02 Cast By: Cory Douglas Time Sampled: 11:35 AM Mix Design: 55503GP Supplier: A-1 Aggregates Specified psi: 2,000 psi Grout Ticket No: 178713 Lab Number 43-45 Slump, in: 8 1/4" Penetration, in N/A Air Temp, °F: 89 Conc Temp, °F: 78 Unit Wt., pcf: N/A 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1302 ASTM C-143 ASTM C-1064 ASTM C-138 Air Content, %: N/A ASTM C-231 Water Added: 20 gallons Time In Mixer: 114 minutes Lab Number 43 44 45 Date Tested 4-19-02 5-10-02 6-8-02 Age at Test 7 28 56 Spec Size, in 3.10 x 3.04 x 6.0 3.04 x 3.00 x 6.0 3.00x3.1 lx6.0 Area, sq. in. 9.42 9.12 9.33 Total Load 12,500 17,850 22,500 Strength, psi 1,330 1,960 2,410 Type of Break Conical Conical Conical Tested By CB SS CB Th. - ---� -� • �,......_ 011ly. 110 v}n„wus guaramees yr warrannes of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates i F Earth Systems S,.uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: June 5, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: West Side Wall: 2nd Lift, Next to Postal Exchange. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1301 Date Cast: 4-10-02 Slump, in: 8" ASTM C-143 Date Received: 4-15-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 10:08 AM Conc Temp, °F: 75 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 30 gallons Ticket No: 178568 Lab Number 40-42 Time In Mixer: 111 minutes Lab Number 40 41 42 Date Tested 4-17-02 5-8-02 6-5-02 Age at Test 7 28 56 Spec Size, in 3.10x3.04x6.0 3.00x3.O1x6.0 2.98x3.1Ox6.0 Area, sq. in. 9.42 9.03 9.23 Total Load 11,400 15,450 19,500 Strength, psi 1,210 1,710 2,110 Type of Break Conical Conical Conical Tested By CB SC CB I BIN IN A I UPUFt of lest reSW IS only. iNo opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates URC Earth Systems S,.uthwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 REPORT OF COMPRESSION TEST (760) 345-1588 Fax (760) 345-7315 Tested In Accordance With ASTM C39 Date: June 4, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.: 1298 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: South Facing Wall: 2nd Lift. Date Cast: 4-9-02 Slump, in: 8 1/4" ASTM C-143 Date Received: 4-11-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 89 ASTM C-1064 Time Sampled: 11:47 AM Conc Temp, °F: 79 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 19 gallons Ticket No: N/A Lab Number 34-36 Time In Mixer: 124 minutes Lab Number 34 35 36 Date Tested 4-16-02 5-7-02 6-4-02 Age at Test 7 28 56 Spec Size, in 3.07x3.00x6.0 3.040.00x6.0 3.06x3.02x6.0 Area, sq. in. 9.21 9.12 9.24 Total Load 10,000 16,450 18,050 Strength, psi 1,090 1,800 1,950 Type of Break Conical Conical Conical Tested By -CB CB SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates URC B Earth Systems S, uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: June 1, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, Middle 20' North. Date Cast: 4-5-02 Date Received: 4-8-02 Cast By: Kelly Ray Time Sampled: 9:25 AM Mix Design: ES 02-030 Supplier: James E. Simon Company. Specified psi: 4,000 psi Concrete Ticket No: 62925 Lab Number 4 Slump, in: 4" Penetration, in N/A 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1294 ASTM C-143 Air Temp, IF: 75 ASTM C-1064 Cone Temp, °F: 78 33 Unit Wt., pcf: N/A ASTM C-138 Air Content, %: N/A ASTM C-231 Water Added: 0 gallons Time In Mixer: 60 minutes Lab Number 30 31 32 33 Date Tested 4-12-02 5-3-02 5-3-02 6-1-02 Age at Test 7 28 28 56 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 28.27 Total Load 61,500 97,500 100,000 116,500 Strength, psi 2,180 3,450 3,540 4,120 Type of Break Conical Conical Conical Conical Tested By CB SS SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC - EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon URC B Earth Systems K athwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 31, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253, Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Building Wall: Top Lift (Fifth) , West Facing Wall 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1321 Date Cast: 5-3-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 5-6-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 8:35 AM Conc Temp, °F: 70 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 30 gallons Ticket No: 179716 Lab Number 67-69 Time In Mixer: 146 minutes Lab Number 67 68 69 Date Tested 5-10-02 5-31-02 5-31-02 Age at Test 7 28 28 Spec Size, in 3.00x3.00x6.0 3.02x2.94x6.0 2.94x2.94x6.0 Area, sq. in. 9.00 8.88 8.64 Total Load 14,600 17,650 17,500 Strength, psi 1,620 1,990 2,030 Type of Break Conical Conical Conical Tested By SS CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development I/A-1 Aggregates 1/RC B Earth Systems S.,uthwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 REPORT OF COMPRESSION TEST (760) 345-1588 Tested In Accordance With ASTM C39 Fax (760) 345-7315 Date: May 30, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.: 1322 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Loading Ramp: Eastern Portion Date Cast: 5-2-02 Slump, in: 3 1/2" ASTM C-143 Date Received: 5-5-02 Penetration, in N/A Date Tested Cast By: Mark Houghton Air Temp, °F: 76 ASTM C-1064 Time Sampled: 9:30 AM Conc Temp, °F: 72 28 Mix Design: ESC 00-068 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 5 gallons Ticket No: N/A Lab Number 70-73 Time In Mixer: minutes Lab Number 70 71 72 73 Date Tested 5-9-02 5-30-02 5-30-02 Age at Test 7 28 28 Hold Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 104,000 132,500 140,000 Strength, psi 3,680 4,690 4,950 Type of Break Conical Conical Conical Tested By SS SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon - I /RC B Earth Systems Kathwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 28, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: North Side, South of Ramp. 79-81113 Country Club Drive Bermuda Dunes; CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1314 Date Cast: 4-30-02 Slump, in: 8" ASTM C-143 Date Received: 5-2-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, IF: 84 ASTM C-1064 Time Sampled: 10:56 AM Cone Temp, °F: 73 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 179552 Lab Number 64-66 Time In Mixer: 111 minutes Lab Number 64 65 66 Date Tested 5-7-02 5-28-02 5-28-02 Age at Test 7 28 28 Spec Size, in 2.94x3.06x6.0 3.04x2.96x6.0 3.00x2.98x6.0 Area, sq. in. 9.00 8.99 8.82 Total Load 15,400 20,550 22,150 Strength, psi 1,710 2,290 2,510 Type of Break Conical Conical Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/A-1 Aggregates 1/RC B Earth Systems!F uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 22, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project:. Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1311 Date Cast: 4-24-02 Slump, in: 8" ASTM C-143 Date Received: 4-26-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 87 ASTM C-1064 Time Sampled: 10:42 AM Conc Temp, °F: 76 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 20 gallons Ticket No: 174299 Lab Number 58-60 Time In Mixer: 155 minutes Lab Number 58 59 60 Date Tested 5-1-02 5-22-02 5-22-02 Age at Test 7 28 28 Spec Size, in 3.00x2.98 3.00X3.06X6.0 3.06X3.00X6.0 Area, sq. in. 8.94 9.18 9.18 Total Load 12,500 21,050 19,800 Strength, psi 1,400 2,290 2,160 Type of Break • Conical Conical Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1 RC i Earth Systems c.'.)uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 23, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8 CMU Wall: West Side of Entrance- Fourth Lift Date Cast: 4-26-02 Date Received: 4-29-02 Cast By: Cory Douglas Time Sampled: 2:00 PM Mix Design: 55503GP Supplier: A-1 Aggregates Specified psi: 2,000 psi Grout Ticket No: 179442 Lab Number 61-63 Slump, in: 9" Penetration, in N/A Air Temp, °F: 80 Conc Temp, °F: 72 Unit Wt., pcf: N/A 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1313 ASTM C-143 ASTM C-1064 ASTM C-138 Air Content, %: N/A ASTM C-231 Water Added: 20 gallons Time In Mixer: 113 minutes Lab Number 61 62 63 Date Tested 5-3-02 5-24-02 5-24-02 Age at Test 7 28 28 Spec Size, in 11.84x7.60xl6.0 11.68x7.62xl6.0 11.78x7.60xl6.0 Area, sq. in. 89.98 89.00 89.52 Total Load 136,500 175,000 198,000 Strength, psi 1,520 1,970 2,210 Type of Break Conical Conical Conical Tested By SS SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Co ies• 2/O El L LLEARTH SYSTEMS SOUTHWEST ne p even a Qumta, C c/o Desert Cities Development 1/A-1 Aggregates 1/RC Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 17, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: 3' Lift- West Facing Wall. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1310 Date Cast: 4-19-02 Slump, in: 9 1/4" ASTM C-143 Date Received: 4-23-02- Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 82 ASTM C-1064 Time Sampled: 10:42 AM Cone Temp, °F: 71 Mix Design: .55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 0 gallons Ticket No: 179086 Lab Number 55-56 Time In Mixer: 95 minutes Lab Number 55 56 57 Date Tested 4-26-02 5-17-02 5-17-02 Age at Test 7 28 28 Spec Size, in 3.04x2.96x6.0 3.00x3.04x6.0 3.00x2.98x6.0 Area, sq. in. 8.99 9.12 9.84 Total Load 12,500 29,250 28,200 Strength, psi. 1,390 3,210 2,870 Type of Break Conical Conical Conical Tested By CB SS SS 1 nis is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/A-1 Aggregates 1/RC B Earth Systems S.,uthwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 REPORT OF COMPRESSION TEST (760) 345-1588 Tested In Accordance With ASTM C39 Fax (760) 345-7315 Date: May 16, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.: 1309 46-753 Adams Street La Quinta, CA 92253 Atm: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: 4th Lift, South Side (Entrance) at East. Date Cast: 4-18-02 Slump, in: N/A ASTM C-143 Date Received: 4-19-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 1:12 PM Cone Temp, °F: 79 Mix Design: Type M Unit Wt., pcf: N/A ASTM C-138 ' Supplier: Job mixed Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A - Lab Number 52-54 Time In Mixer: 7 minutes Lab Number 52 53 54 Date Tested 4-25-02 5-16-02 5-16-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 2.00x4.0 2.00x4.0 Area, sq. in. 3.14 3.14 3.14 Total Load 10,350 14,800 15,100 Strength, psi 3,300 4,710 4,810 Type of Break Conical Conical Conical Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development URC B Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 15, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: North Facing Wall, 4th Lift. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1308 Date Cast: 4=17-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 4-19-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 90 ASTM C-1064 'Time Sampled: 11:37 AM Conc Temp, °F: 73 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 178928 Lab Number 49-51 Time In Mixer: 129 minutes Lab Number 49 50 51 Date Tested 4-24-02 5-15-02 6-12-02 Age at Test 7 28 56 Spec Size, in 3.000.04x6.0 3.00x3.04x6.0 Area, sq. in. 9.12 9.12 Total Load 9,000 14,200 Strength, psi 990 1,560 Type of Break Conical Conical Tested By CB CB Ibis is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 14, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Third Lift, West Facing WAIL. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1307 Date Cast: 4-16-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 4-18-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 87 ASTM C-1064 Time Sampled: 11:31.AM Conc Temp, °F: 78 Mix Design: 5.5•SK V Pumpmix Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 178861 Lab Number 46-48 Time In Mixer: 151 minutes Lab Number 46 47 48 Date Tested 4-23-02 5-14-02 5-14-02 Age at Test 7 • 28 28 Spec Size, in 3.06x3.04x6.0 2.96x2.96x6.0 3.08x2.94x6.0 Area, sq. in. 9.30 8.76 9.06 Total Load 15,000 19,000 21,000 Strength, psi 1,610 2,170 2,320 Type of Break Conical Conical Conical Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates URC By: Earth Systems S;ruthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 10, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Building Wall: Top Lift (Fifth) , West Facing Wall 79-81 1 B Country Club Drive Bermuda Dunes; CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1321 Date Cast: 5-3-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 5-6-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 8:35 AM Conc Temp, °F: 70 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 30 gallons Ticket No: 179716 Lab Number 67-69 Time In Mixer: 146 minutes Lab Number 67 68 69 Date Tested 5-10-02 5-31-02 5-31-02 Age at Test 7 28 28 Spec Size, in 3.00x3.00x6.0 Area, sq. in. 9.00 Total Load 14,600 Strength, psi 1,620 Type of Break Conical Tested By SS .tn►s is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing ��'80 I Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 10, 2002 Client: One Eleve4 La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store - One Eleven La Quinta Center Sample Location: Wall, East Side, 3rd Lift. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1302 Date Cast: 4-12-02 Slump, in: 8 1/4" ASTM C-143 Date Received:. 4-15-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 89 ASTM C-1064 Time Sampled: 11:35 AM Cone Temp, °F: 78 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %:'N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 20 gallons Ticket No: 178713 Lab Number 43-45 Time In Mixer: 114 minutes Lab Number 43 44 45 Date Tested 4-19-02 5-10-02 6-8-02 Age at Test 7 28 56 Spec Size, in 3.10 x 3.04 x 6.0 3.04 x 3.00 x 6.0 Area, sq. in. 9.42 9.12 Total Load 12,500 17,850 Strength, psi 1,330 1,960 Type of Break Conical Conical Tested By CB SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work _is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates Earth Systems S,,uthwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 REPORT OF COMPRESSION TEST (760) 345-1588 Fax (760) 345-7315 Tested In Accordance With ASTM C39 Date: May 9, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.: 1322 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Loading Ramp: Eastern Portion Date Cast: 5-2-02 Slump, in: 3 1/2" ASTM C-143 Date Received: 5-5-02 Penetration, in N/A 5-30-02 Cast By: Mark Houghton Air Temp, °F: 76 ASTM C-1064 Time Sampled: 9:30 AM Cone Temp, °F: 72 6.00x12.0 Mix Design: ESC 00-068 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %• N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 5 gallons Ticket No: N/A Lab Number 70-73 Time In Mixer: minutes Lab Number 70 71 72 73 Date Tested 5-9-02 5-30-02 5-30-02 Age at Test 7 28 28 Hold Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 104,000 Strength, psi 3,680 Type of Break Conical Tested By SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies:' P Quinta, LLC, EARTH SYSTEMS SOUTHWEST 2/One Eleven La c/o Desert Cities Development 1/Simon 1/Billing B Earth Systems S,ruthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 9, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: 3rd Lift. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1300 Date Cast: 4-11-02 Slump, in: N/A ASTM C-143 Date Received: 4-15-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 90 ASTM C-1064 Time Sampled: 11:38 AM Conc Temp, °F: 81 Mix Design: Job Mix Unit Wt., pcf. N/A ASTM C-138 Supplier: Job Mix Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Lab Number 37-39 Time In Mixer: 8 minutes Lab Number 37 38 39 Date Tested 4-18-02 5-9-02 5-9-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 2.00x4.0 2.00x4.0 Area, sq. in. 3.14 3.14 3.14 Total Load 10,450 13,250 12,800 Strength, psi 3,330 4,220 4,080 Type of Break Conical Conical Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/RC Earth Systems S� uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 8, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: West Side Wall: 2nd Lift, Next to Postal Exchange. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1301 Date Cast: 4-10-02 Slump, in: 8" ASTM C-143 Date Received: 4-15-02 Penetration, in N/A Cast By: ' Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 10:08 AM Conc Temp, °F: 75 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 30 gallons Ticket No: 178568 Lab Number 40-42 Time In Mixer: 111 minutes Lab Number 40 41 42 Date Tested 4-17-02 5-8-02 6-5-02 Age at Test 7 28 56 Spec Size, in 3. 1 Ox3.04x6.0 3.00x3.Olx6.0 Area, sq. in. 9.42 9.03 Total Load 11,400 15,450 Strength, psi 1,210 1,710 Type of Break Conical Conical Tested By CB SC This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates Earth Systems K uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 7, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: North Side, South of Ramp. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1314 Date Cast: 4-30-02 Slump, in: 8" ASTM C-143 Date Received: 5-2-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 10:56 AM Conc Temp, °F: 73 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 179552 Lab Number 64-66 Time In Mixer: 11 l minutes Lab Number 64 65 66 Date Tested 5-7-02 5-28-02 5-28-02 Age at Test 7 28 28 Spec Size, in 2.94x3.06x6.0 Area, sq. in. 9.00 Total Load 15,400 Strength, psi 1,710 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/0ne Eleven La Quetta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing 1 4 I Earth Systems S,; uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 7, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: South Facing Wall: 2nd Lift. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1298 Date Cast: 4-9-02 Slump, in: 8 1/4" ASTM C-143 Date Received: 4-11-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 89 ASTM C-1064 Time Sampled: 11:47 AM Cone Temp, °F: 79 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 r Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 19 gallons Ticket No: N/A Lab Number 34-36 Time In Mixer: 124 minutes Lab Number 34 35 36 Date Tested 4-16-02 5-7-02 6-4-02 Age at Test 7 28 56 Spec Size, in 3.070.00x6.0 3.04x3.00x6.0 Area, sq. in. 9.21 9.12 Total Load 10,000 16,450 Strength, psi 1,090 1,800 Type of Break Conical Conical Tested By CB CB 1 nis is a report of test results only. Ivo opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/A-1 Aggregates OR �� Llama Earth Systems Sc thwest Be mB Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 REPORT OF COMPOSITE MASONRY PRISM COMPRESSION TEST Tested In Accordance With UBC 21-17 Date: May 3, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.: 1313 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall: West Side of Entrance- Fourth Lift Date Cast: 4-26-2002 Mortar Type: Date Received: 4-29-2002 Grout Mix Design: . 55503GP Made by: Cory Douglas Grout Supplier: A-1 Aggregates Specified psi: 2,000 psi Grout Block Supplier Lab Number: 61 62 63 Date Tested 5-3-2002 5-24-2002 5-24-2002 Age, Days: 7 28 28 Spec Size, in: 11.84x7.60x16.0 Area, sq. in. 89.98 Total Load 136,500 Strength, psi 1,520 Type of Break Conical Tested By ISS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development By: 1 /A- I Aggregates I/Billing Earth Systems S,, uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 3, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, Middle 20' North. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1294 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: Kelly Ray Air Temp, °F: 75 ASTM C-1064 Time Sampled: 9:25 AM Cone Temp, °F: 78 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62925 Lab Number 4 Time In Mixer: 60 minutes Lab Number 30 31 32 33 Date Tested 4-12-02 5-3-02 5-3-02 6-1-02 Age at Test 7 28 28 56 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 61,500 97,500 100,000 Strength, psi 2,180 3,450 3,540 Type of Break Conical Conical Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon Respectfully submitted, EARTH SYSTEMS SOUTHWEST Earth Systems Kuthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 3, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, West Side 60' North. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1293 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: Kelly Ray Air Temp, °F: 68 ASTM C-1064 Time Sampled: 8:05 AM Conc Temp, °F: 78 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62902 Lab Number 4 Time In Mixer: 70 minutes Lab Number 26 27 28 29 Date Tested 4-12-02 5-3-02 5-3-02 6-1-02 Age at Test 7 28 28 56 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 73,500 113,000 109,500 Strengthi psi 2,600 4,000 3,870 Type of Break Conical Conical Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon Earth Systems S,,,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 3, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location:. Slab, Middle. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1292 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: Kelly Ray Air Temp, °F: 68 ASTM C-1064 Time Sampled: 7:35 AM Conc Temp, °F: 70 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62898 Lab Number 4 Time In Mixer: minutes Lab Number 22 23 24 25 Date Tested 4-12-02 5-3-02 5-3-02 6-1-02 Age at Test 7 28 28 56 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 69,000 104,500 103,000 Strength, psi 2,440 3,700 3,640 Type of Break Conical Cone/Split Conical Tested By CB SS SS This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quints, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon i Earth Systems r mthwest. REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: May 1, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall Date Cast: 4-24-02 Date Received: 4-26-02 Cast By: Cory Douglas Time Sampled: 10:42 AM Mix Design: 55503GP Supplier: A-1 Aggregates Specified psi: 2,000 psi Grout Ticket No: 174299 Lab Number 58-60 Air Content, %: N/A 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1311 ASTM C-143 ASTM C-1064 ASTM C-138 ASTM C-231 Water Added: 20 gallons Time In Mixer: 155 minutes Slump, in: 8" 58 Penetration, in N/A 60 Air Temp, °F: 87 Conc Temp, °F: 76 Date Tested Unit Wt., pcf: N/A Supplier: A-1 Aggregates Specified psi: 2,000 psi Grout Ticket No: 174299 Lab Number 58-60 Air Content, %: N/A 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1311 ASTM C-143 ASTM C-1064 ASTM C-138 ASTM C-231 Water Added: 20 gallons Time In Mixer: 155 minutes ne p even a Quanta, C c/o Desert Cities Development 1/A-1 Aggregates 1/Billing Lab Number 58 59 60 Date Tested 5-1-02 5-22-02 5-22-02 Age at Test 7 28 28 Spec Size, in 3.00x2.98 Area, sq. in. 8.94 Total Load 12,500 Strength, psi 1,400 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Co ies• 2/O El L LLEARTH SYSTEMS SOUTHWEST ne p even a Quanta, C c/o Desert Cities Development 1/A-1 Aggregates 1/Billing Earth Svstems k" )uthwest. REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: 'April 26, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: 3' Lift- West Facing Wall. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1310 Date Cast: 4-19-02 Slump, in: 9 1/4" ASTM C-143 Date Received: 4-23-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 82 ASTM C-1064 Time Sampled: 10:42 AM Conc Temp, °F: 71 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 0 gallons Ticket No: 179086 Lab Number 55-56 Time In Mixer: 9.5 minutes Lab Number 55 56 57 Date Tested 4-26-02 5-17-02 5-17-02 Age at Test 7 28 28 Spec Size, in 3.04x2.96x6.0 Area, sq. in. 8.99 Total Load 12,500 Strength, psi 1,390 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development I/A-1 Aggregates IBilling B Earth Systems F . uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 25, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: 4th Lift, South Side (Entrance) at East. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1309 Date Cast: 4-18-02 Slump, in: N/A ASTM C-143 Date Received: 4-19-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 1:12 PM Cone Temp, °F: 79 Mix Design: Type M Unit Wt., pcf: N/A ASTM C-138 Supplier: Job mixed Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Lab Number 52-54 Time In Mixer: 7 minutes Lab Number 52 53 54 Date Tested 4-25-02 5-16-02 5-16-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 Area, sq. in. 3.14 Total Load 10,350 Strength, psi 3,300, Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Billing Earth Systems r uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 25, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Building Wall: North Side. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1291 Date Cast: 3-28-02 Slump, in: N/A ASTM C-143 Date Received: 4-1-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 80 ASTM C-1064 Time Sampled: 11:38 AM Cone Temp, °F: 70 Mix Design: Type M Unit Wt., pcf: N/A ASTM C-138 Supplier: Job mixed Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: 10 gallons Ticket No: N/A Lab Number 3 Time In Mixer: minutes Lab Number 19 20 21 Date Tested 4-4-02 4-25-02 4-25-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 2.00x4.0 2.00x4.0 Area, sq. in. 3.14 3.14 3.14 Total Load 15,500 18,650 17,500 Strength, psi 4,940 5,940 5,570 Type of Break Conical Conical Shear/Cone Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies:,2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/RC 1 �I Earth Systems S �uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 25, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Atte: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall: South Side at Ramp. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1290 Date Cast: 3-28-02 Slump, in: 8 3/4" ASTM C-143 Date Received: 4-1-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 1:58 PM Conc Temp, °F: 76 Mix Design: 555036P Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 25 gallons Ticket No: 177961 Lab Number 16-18 Time In Mixer: 80 minutes Lab Number 16 17 18 Date Tested 4-4-02 4-25-02 4-25-02 Age at Test 7 28 28 Spec Size, in 3.04x3.O1x6.0 3.04x3.02x6.0 3.00x2.95x6.0 Area, sq. in. 9.15 9.18 8.85 Total Load 14,000 22,500 17,500 Strength, psi 1,530 2,450 1,980 Type of Break Conical Conical Conical Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/RC' B Earth Systems S .�uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 24, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall: North Facing Wall, 4th Lift. 79-81 1 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1308 Date Cast: 4-17-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 4-19-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 90 ASTM C-1064 Time Sampled: 11:37 AM Cone Temp, °F: 73 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138. Supplier: A-] Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 178928 Lab Number 49-51 Time In Mixer: 129 minutes Lab Number 49 50 51 Date Tested 4-24-02 5-15-02 5-15-02 Age at Test - 7 28 28 Spec Size, in 3.00x3.04x6.0 Area, sq. in. 9.12 Total Load 9,000 Strength, psi 990 Type of Break Conical Tested By CB i ms is a report of test results only. lvo opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies:' 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing B Earth Systems S �uthwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 REPORT OF COMPRESSION TEST (760) 345-1588 ' Tested In Accordance With ASTM C39 Fax (760) 345-7315 Date: April 24, 2002 File Number: 08344-03 Client: One Eleven La Quinta, LLC c/o Desert Cities Development Report No.:- 1287 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall: 1st Lift, 1st Three Courses North Side. Date Cast: 3-27-02 Slump, in: N/A ASTM C-143 Date Received: 3-29-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 72 ASTM C-1064 Time Sampled: 8:37 AM Cone Temp, °F: 70 Mix Design: Job -Mix Unit Wt., pcf: N/A ASTM C-138 Supplier: Job Mix, Air Content, %• N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Lab Number 3 Time In Mixer: 10 minutes Lab Number 10 11 12 Date Tested 4-3-02 4-24-02 4-24-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 2.00x4.0 2.00x4.0 Area, sq. in. 3.14 3.14 3.14 Total Load 12,850 15,850 16,850 Strength, psi 4,090 5,050 5,370 Type of Break Conical Conical Conical Tested By . CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development URC Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 24, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Column Footings: South Side of Building @ F.5 Line 7.5. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1283 Date Cast: 3-27-02 Slump, in: 3 1/4" ASTM C-143 Date Received: 3-28-02 Penetration, in N/A Cast By: Mark Houghton Air Temp, °F: 76 ASTM C-1064 Time Sampled: 10:50 AM Cone Temp, °F: 80 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62368 Lab Number 7-9 Time In Mixer: 59 minutes Lab Number 7 8 9 Date Tested 4-3-02 4-24-02 4-24-02 Age at Test 7 28 28 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 74,000 104,500 107,000 Strength, psi 2,620 3,700 3,780 Type of Break Conical Conical Conical Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/RC Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 23, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Third Lift, West Facing WAIL. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1307 Date Cast: 4-16-02 Slump, in: 8 1/2" ASTM C-143 Date Received: 4-18-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 87 ASTM C-1064 Time Sampled: 11:31 AM Conc Temp, °F: 78 Mix Design: 5.5 SK V Pumpmix Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 10 gallons Ticket No: 178861 Lab Number 46-48 Time In Mixer: 151 minutes Lab Number 46 47 48 Date Tested 4-23-02 5-14-02 5-14-02 Age at Test 7 28 28 Spec Size, in 3.06x3.04x6.0 Area, sq. in. 9.30 Total Load 15,000 Strength, psi 1,610 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing B Earth Systems S,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 23, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Srrioley Project: Staples Office Super Store One Eleven La Quinta' Center Sample Location: 8" CMU Wall at Building. Date Cast: 3-26-02 Date Received: 3-29-02 Cast By: ' Cory Douglas Time Sampled: 1:26 PM Mix Design: Type M Supplier: Orco Pre -Mix Specified psi: 2,500 psi Mortar Ticket No: N/A Lab Number 13-15 Slump, in: N/A Penetration, in N/A Air Temp, °F: 81 Cone Temp, °F: 77 Unit Wt., pcf: N/A 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1288 ASTM C-143 ASTM C-1064 ASTM C-138 Air Content, %: N/A ASTM C-231 Water Added: N/A gallons Time In Mixer: 8 minutes Lab Number 13 14 15 Date Tested 4-2-02 4-23-02 4-23-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 2.00x4.0 2.00x4.0 Area, sq. in. 3.14 3.14 3.14 Total Load 16,200 20,900 21,850 Strength, psi 5,160 6,660 6,960 Type of Break Conical Conical Conical Tested By CB CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/RC i Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 23, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Footings, Lines 3 & D 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1280 Date Cast: 3-25-02 Slump, in: 3" ASTM C-143 Date Received: 3-26-02 Penetration, in N/A Cast By: Mark Houghton Air Temp, °F: 62 ASTM C-1064 Time Sampled: 8:10 AM Conc Temp, OF: 75 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %• N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62188 Lab Number 4-6 Time In Mixer: minutes Lab Number 4 5 6 Date Tested 4-2-02 4-23-02 4-23-02 Age at Test 7 28 28 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 87,000 124,500 121,000 Strength, psi 3,080 4,400 4,280 Type of Break Conical Conical Conical Tested By SS CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/0ne Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/RC - LE ee�] i Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 20, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Main Building, South West Corner Perimeter Footing 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1279 Date Cast: 3-22-02 Slump, in: 4 1/4" ASTM C-143 Date Received: 3-25-02 Penetration, in N/A Cast By: Roy Douglas Air Temp, °F: 75 ASTM C-1064 Time Sampled: 10:35 AM Cone Temp, °F: 78 Mix Design: 02030 - Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 5 gallons Ticket No: 62118 Lab Number 1-3 Time In Mixer: 58 minutes Lab Number 1 2 3 Date Tested 3-29-02 4-20-02 4-20-02 Age at Test 7 28 28 Spec Size, in 6.00x12.0 6.00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 78,500 119,000 119,500 Strength, psi 2,780 4,210 4,230 Type of Break Conical Conical Conical Tested By SS CB CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/RC B Earth Systems S yuthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 19, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Wall, East Side, 3rd Lift. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1302 Date Cast: 4-12-02 Slump, in: 8 1/4" ASTM C-143 Date Received: 4-15-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, IF: 89 ASTM C-1064 Time Sampled: 11:35 AM Conc Temp, °F: 78 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 20 gallons Ticket No: 178713 Lab Number 43-45 Time In Mixer: 114 minutes Lab Number. 43 44 45 Date Tested 4-19-02 5-10-02 5-10-02 Age at Test 7 28 28 Spec Size, in 3.10 x 3.04 x 6.0 Area, sq. in. 9.42 Total Load 12,500 Strength, psi 1,330 Type of Break Conical Tested By CB 1 his is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregate 1/Billing B Earth Systems S..uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 18, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store . One Eleven La Quinta Center Sample Location: Wall: 3rd Lift. 79-81 1 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1300 Date Cast: 4-11-02 Slump, in: N/A ASTM C-143 Date Received: 4-15-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 90 ASTM C-1064 Time Sampled: 11:38 AM Conc Temp, °F: 81 Mix Design: Job Mix Unit Wt., pcf: N/A ASTM C-138 Supplier: Job Mix Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Number of cyl: 37-39 Time In Mixer: 8 minutes Lab Number 37 38 39 Date Tested 4-18-02 5-9-02 5-9-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 Area, sq. in. 3.14 Total Load 10,450 Strength, psi 3,330 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development I/Billing I Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 17, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: West Side Wall: 2nd Lift, Next to Postal Exchange. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1301 Date Cast: 4-10-02 Slump, in: 8" ASTM C-143 Date Received: 4-12-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 10:08 AM Conc Temp, °F: 75 Mix Design: 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 30 gallons Ticket No: 178568 Number of cyl: 40-42 Time In Mixer: 111 minutes Lab Number 40 41 42 Date Tested 4-17-02 5-8-02 5-8-02 Age at Test 7 28 28 Spec Size, in 3. 1 Ox3.04x6.0 Area, sq. in. 9.42 Total Load 11,400 Strength, psi 1,210 Type of Break Conical Tested By CB i ms is a report of test results onily. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing B Earth Systems Syuthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 16, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store - One Eleven La Quinta Center Sample Location: South Facing Wall: 2nd Lift. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1298 Date Cast: 4-9-02 Slump, in: 8 1/4" ASTM C-143 Date Received: 4-11-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 89 ASTM C-1064 Time Sampled: 11:47 AM Conc Temp, °F: 79 Mix Design:. 55503GP Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 19 gallons Ticket No: N/A Number of cyl: 34-36 Time In Mixer: 124 minutes Lab Number 34 35 36 Date Tested 4-16-02 5-7-02 5-7-02 Age at Test 7 28 28 Spec Size, in 3.070.00x6.0 Area, sq. in. 9.21 Total Load 10,000 Strength, psi 1,090 Type of Break Conical. Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/A-1 Aggregates 1/Billing B Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 12, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, Middle 20' North. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1294 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: Kelly Ray Air Temp, °F: 75 ASTM C-1064 Time Sampled: 9:25 AM Cone Temp, IF: 78 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %• N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62925 Number of cyl: 4 Time In Mixer: 60 minutes Lab Number 30 31 32 33 Date Tested 4-12-02 5-3-02 5-3-02 Age at Test 7 28 28 Hold Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 61,500 Strength, psi 2,180 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/Billing B Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 12, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, West Side 60' North. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1293 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: Kelly Ray Air Temp, °F: 68 ASTM C-1064 Time Sampled: 8:05 AM Cone Temp, °F: 78 Mix Design: ES 02-030 Unit Wt., pcf. N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62902 Number of cyl: 4 Time In Mixer: 70 minutes Lab Number 26 27 28 29 Date Tested 4-12-02 5-3-02 5-3-02 Age at Test 7 28 28 Hold Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 73,500 Strength, psi 2,600 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon 1/Billing B Earth Systems S.,uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 12, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Slab, Middle. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1292 Date Cast: 4-5-02 Slump, in: 4" ASTM C-143 Date Received: 4-8-02 Penetration, in N/A Cast By: ' Kelly Ray Air Temp, °F: 68 ASTM C-1064 Time Sampled: 7:35 AM Conc Temp, °F: 70 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62898 Number of cyl: 4 Time In Mixer: minutes Lab Number 22 23 24 25 Date Tested 4-12-02 5-3-02 5-3-02 Age at Test 7 28 28 Hold Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 69,000 Strength, psi 2,440 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/Billing B Earth Systems 79 Country Club Drive Bermuda a Dunes, CA 92201 .`� Southwest (760) 345-1588 • (800) 924-7015' DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: 112 — 7 DSA Application No.: Project Name: Date of Inspection: q— 12 — n Job No.: 8 3qL/—QSe 3 Project Address: I O _ LCN v � Architect: ccq- LCL ?; Structural Engineer: r- T(LQT General Contractor: �� sPP Sub Contractor: MA C-6 N TYPE OF INSPECTION:einforcing U=Placem�e)Grout Spaces Cleanouts Grouting Other Description of Work Inspected: lc -),s a, �� 0 of F CN XQ� _I VAS",r r1'tcs( CVr. -\—k1 \ �.-C'A- 11r.rhN f, C- --a r-tr _Ir 1 % ,n Q ��Sc� 0:1W, -6 1—xCa :Y I IV ' acY- L: r - y Descriptive Location of Samples: v C1,.�. r� L` O r Slump: Grout Temp: Time in Mixer: ` Supplier: c Water Added: Air Temp: Type Cement: Mix Design: _ C.M.U. Unit Sizes & Colors: 6 X F3 K ((.e. Bond Pattern: ` Admixture: I.D. Mark: Mortar Type: �" t I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. 3Inspector's Name/No. `r(4 LF)cKc � ckv Inspector's � ��� -7] All inspections based on a minimum of 4 ours; over 4 hour 1U.78 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representz BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent —Py o —... m,y r Y—'y 1� Earth Systems .�� Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: (TA \ 2 ^ Iy 2 Project Name: t_�AG. DSA Application No.: �SN Date of Inspection,q — � ` ' 2- Job No.: 83Llq Project Address: ` L 2 Architect: 0-G/' �� X L Structural Engineer: C -1 111O f General Contractor. �� S�� `I c �C Sub Contractor: 4\c TYPE OF INSPECTION:inforcin nit Place Grout Spaces Cleanouts Grouting Other Description of Work Inspected: /Cm _ Z c CA 4 U rr L ri ,(z' 1_.1 —7 t_. A.. l' _ - t n 1 ` - - n A A -Z l • 1 4 �f I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. r , Inspector' 1(:!W 5(;6-77 17- All inspections based on a minimum o 4 ours; over hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Represer BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent �S ..Ny ,,,,,,.,,,,,y -yam ,y Is �c5 lS �� ick cS�MAQA Unresolved Items: Descriptive Loation -- G of amplest 0 Slump: Grout Temp:_ Time in Mixer: + Water Added: Air Temp: _ Type Cement: Q & C.M.U. Unit Sizes & Colors: V<1yx Supplier: Mix Design: Bond Pattern: Admixture: I.D. Mark: Mortar Type: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. r , Inspector' 1(:!W 5(;6-77 17- All inspections based on a minimum o 4 ours; over hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Represer BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent �S ..Ny ,,,,,,.,,,,,y -yam ,y Is Earth Systems rZ� Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: lC���2—�� DSA Application No.: Date of Inspections: Project Name: �`�� 3 �7( �2� Job No.: Project Address: -%R — 68Y� �� L ex � C� Architect: nr j �b , - Structural Engineer: GcG&Af OT General Contractor: !)(-_SQe-'T_— ('_1f+1 I )ed. Sub Contractor: A Rt y TYPE OF INSPECTION: einforcing it Placeme Grout Spaces Cleanouts Cutin Other Description of Work Inspected: •� _ • •Oil � • •NEW WbQ11111r Slump: (I — Grout Temp: Time in Mixer: Supplier: Admixture: Water Added:_ Air Temp: Type Cement: Mix Design: I.D. Mark: - C.M.U. Unit Sizes & Colors: F) K 8 ?_ ( � Bond Pattern: Mortar Type: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. Oerq � c,S Inspecto IM) -77 7 7 All inspections based on a minimum of 4 houover 4 ours will a an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. 130-M-401 (10/98) Copy 1 ESC Lab Contractor's Repres Copy 2 Proiect Superintenden, ­ Vy . —....... y , y ... may Earth Systems Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: (2sku —i DSA Application No.: Project Name: Project Address: ( n — • L �I�--(2Q Architect: ln sQ x, Structural Engineer: General Contractor: 1 ) c scr C:tAl ?-A e Sub Contractor: Date of Inspection: `7 — 7 — 0Z Job No.: 83 t Unresolved Items: Descriptive Location of Samples: Slump: V Grout Temp: 7 / Time in Mixer: Water Added::-1C� Air Temp: c9 Type Cement: C.M.U. Unit Sizes & Colors: x x 4d d T 10 CN-1r\I 124111 17 Supplier: Admixture: Mix Design: I.D. Mark: 6S50SC--1P Bond Pattern: Mortar Type: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable buildinq laws. Final report issued at oroiect completion_ Inspector's Name/No. Q4 -T (e` Inspector H All inspections based on a minimum of 4 hours; over 4 hours will be an 8 our minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Represe BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency B Country Earth Systems Bermud Dunes, ca 92201 Southwest (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL STEEL SB/R.S CO. GOV. UBC TITLE 21/24 OTHER 0 1� Building Permit No.: DSA Application No.: Date of Inspection: ' o _ ?L Project Name: S (� P ( 2S Job No Project Address:IYJ Architect: C'n) f Structural Engineer: General Contractor: L��� Sub Contractor:_ TYPE OF INSPECTION: Fiel op Welding Bolting Description of Work Inspected: r— Other n$.seneLm , Ass C�0L1&0 t "9 o� (0 LJo wn< o C-�ess Unresolved Items: Welding Operators & Certification Numbers: Type of Electrodes: E-7) 1-r-2 I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. 7 VV �6� � � �a-` Inspector's Name/No. Inspectors Signature All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representative BD -M•400 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency JoNk Earth Systems 1i Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: 2 - 2 DSA Application No.: Date of Inspection: Li - 8 v (42 Project Name: - o p le's Job No.: _ ln�� 4 Lk i Project Address: _ �o `z tA Architect: C o r ` �� Structural Engineer: %-c"�!Css i General Contractor: b c s cX- T CA2 S l� - Sub Contractor: _ /,A A C-cN TYPE OF INSPECTION:Reinforcin �PlacemenGroutSpaces Cleanouts Grouting Othrer Description of Work Inspected: ��' ESQ ��o ,C C A Cit' Cx.A to N Cir, l_ b e S 14 ?_ an,a A l q. Unresolved Items: Descriptive Location of Samples: Slump: - Grout Temp: Time in Mixer: Supplier: Admixture: Water Added: Air Temp: Type Cement- Mix Design: I.D. Mark: C.M.U. Unit Sizes & Colors: X k Bond Pattern: Mortar Type: / I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. C,6rq�10\5 _ Inspector's (aO 3'0 7 % -j 7 " All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Represent-, BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency aEarth Systems Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF CONCRETE SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: DSA Application No.: Date of Inspection: Project Name: Ito �t Job No.: a Project Address: Architect: General Contractor: TYPE OF INSPECTION: (Reinforcing, Description of Work d L Structural Engineer: Sub Contractor: Unresolved Items: Descriptive Location of Samples: Slump: Cone Temp: Time in Mixer: Supplier: Admixture: Water Added: Air Temp: Specified Strength: Mix Design: Truck #: Air Content, %: Unit Wt.: Sample Time: # of Samples: Field I.D. Marking: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my.. bihty I have found this work to comply with t approved plans, specificati & applicable buildi g ws mal r ort issued at project completion. "/ Y, Inspector's Name/No.1—, I �; C 1-k4 Inspector's Signature All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. 1313-M-402 (10198) Copy 1 ESC Lab Contractor's Representative Copy 2.Project Superintendent Copy 3 Governing Agency Earth Systems Sjuthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 4, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Atm: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall: South Side at Ramp. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1290 Date Cast: 3-28-02 Slump, in: 8 3/4" ASTM C-143 Date Received: 4-1-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 84 ASTM C-1064 Time Sampled: 1:58 PM Conc Temp, °F: 76 Mix Design: 555036P Unit Wt., pcf: N/A ASTM C-138 Supplier: A-1 Aggregates Air Content, %: N/A ASTM C-231 Specified psi: 2,000 psi Grout Water Added: 25 gallons Ticket No: 177961 Number of cyl: 3 Time In Mixer: 80 minutes Lab Number 16 17 18 Date Tested 4-4-02 4-25-02 4-25-02 Age at Test 7 28 28 Spec Size, in 3.04x3.O1x6.0 Area, sq. in. 9.15 Total Load 14,000 Strength, psi 1,530 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/A-1 Aggregates 1/Billing FIA Earth Systems S ,,outhwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 4, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Building Wall: North Side. 79-81113 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1291 Date Cast: 3-28-02 Slump, in: N/A ASTM C-143 Date Received: 4-1-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 80 ASTM C-1064 Time Sampled: 11:38 AM Conc Temp, °F: 70 Mix Design: Type M Unit Wt., pcf: N/A ASTM C-138 Supplier: Job mixed Air Content, %: N/A ASTM C-231 Specified psi: .2,500 psi Mortar Water Added: 10 gallons Ticket No: N/A Number of cyl: 3 Time In Mixer: minutes Lab Number 19 20 21 Date Tested 4-4-02 4-25-02 4-25-02 Age at Test 7. 28 28 Spec Size, in 2.00x4.0 Area, sq. in. 3.14 Total Load 15,500 Strength, psi 4,940 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or, implied. Respectfully submitted, Copies: 2/Orie Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Billing B Earth Systems C isultants Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF CONCRETE SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: DSA Application No.: Date of Inspection: 41314) Z Project Name: $f lF 5 nft'fC&_ cer5f'®ye Job No.: 8344 " ® -3 Project Address:1 J I ti, a to �.� �a s lie- 0'a Architect: Structural Engineer: General Contractor: Sub Contractor:_ TYPE OF INSPECTION: Reinforcing Placement Description of Work Inspected: k:ap G9; X1(2"1 M 6 r J /114 tp:s Z * A. aLKairr,z�ae , d r,l�patak be1!,,4o Ae/s'etpletim,g-SA�ofi�be �z't7ia� �rvve4cQ (.el��izzet, l-orrn� r- f�o.feS C��d+-vt 0T eYirf4t;D�rL,S. l'ogrer� �l�ce.� LOY- 1 PytG'a�c�?L���� D��s� ifs o� S S ,Se.eK. bra 11enC. ?`ruck-ri'e-Ke-tPZ7iq 6,uppli,T mac% bey J,%.emes E--, Siport, ej tD 164T��et.6EtJ��Y �G�GL� Unresolved Items: Descriptive Location of Samples: Slump: Cone Temp: Time in Mixer: Supplier: Admixture: Water Added: Air Temp: Specified Strength: Mix Design: Truck #: Air Content, %: Field I.D. Marking: Unit Wt.: Sample Time: # of Samples: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. ivleLpoInspector's Signature _Z70 B0 0 Oe All Z13C6 All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representative BID -M-402 (.10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency Earth Systems S..uthwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 3, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street, La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall: 1st Lift, 1st Three Courses North Side. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1287 Date Cast: 3-27-02 Slump, in: N/A ASTM C-143 Date Received: 3-29-02 Penetration, in N/A Cast By: Cory Douglas Air Temp, °F: 72 ASTM C-1064 Time Sampled: 8:37 AM Conc Temp, °F: 70 Mix Design: Job -Mix Unit Wt., pcf: N/A ASTM C-138 Supplier: Job Mix Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Number of cyl: 3 Time In Mixer: 10 minutes Lab Number 10 11 - 12 Date Tested 4-3-02 4-24-02 4-24-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 Area, sq. in. 3.14 Total Load 12,850 Strength, psi 4,090 Type of Break, Conical Tested By CB i nis is a report of test results only. Ivo opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development l/Billing Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 3, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Column Footings: South Side of Building @ F.5 Line 7.5. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1283 Date Cast: 3-27-02 Slump, in: 3 1/4" ASTM C-143 Date Received: 3-28-02 Penetration, in N/A Cast By: Mark Houghton Air Temp, °F: 76 ASTM C-1064 Time Sampled: 10:50 AM Cone Temp, IF: 80 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62368 Number of cyl: 3 Time In Mixer: 59 minutes Lab Number 7 8 9 Date Tested 4-3-02 4-24-02 4-24-02 Age at Test 7 28 28 Spec Size, in 6.00x12.0 Area, sq. in. 28.27 Total Load 74,000 Strength, psi 2,620 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/One Eleven La Quinta, LLC EARTH SYSTEMS SOUTHWEST c/o Desert Cities Development 1/Simon I/Billing B Earth Systems S,,outhwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 2, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Attn: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: Footings, Lines 3 & D 79-81 1 B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax(760)345-7315 File Number: 08344-03 Report No.: 1280 Date Cast: 3-25-02 Slump, in: Y ASTM C-143 Date Received: 3-26-02 Penetration, in N/A Cast By: Mark Houghton Air Temp, °F: 62 ASTM C-1064 Time Sampled: 8:10 AM Conc Temp, °F: 75 Mix Design: ES 02-030 Unit Wt., pcf: N/A ASTM C-138 Supplier: James E. Simon Company Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 0 gallons Ticket No: 62188 - Number of cyl: 3 Time In Mixer: minutes Lab Number 4 5 6 Date Tested 4-2-02 '' 4-23-02 4-23-02 Age at Test 7 28 28 Spec Size, in 6:00x12.0 Area, sq. in. 28.27 Total Load 87,000 Strength, psi 3,080 Type of Break Conical Tested By SS 1'his is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Simon 1/Billing i Earth Svstems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: April 2, 2002 Client: One Eleven La Quinta, LLC c/o Desert Cities Development 46-753 Adams Street La Quinta, CA 92253 Atm: Mr. Dave Smoley Project: Staples Office Super Store One Eleven La Quinta Center Sample Location: 8" CMU Wall at Building. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 Fax (760) 345-7315 File Number: 08344-03 Report No.: 1288 Date Cast: 3-26-02 Slump, in: N/A ASTM C-143 'Date Received: 3-29-02 Penetration, in N/A Cast By: . Cory Douglas Air Temp, °F: 81 ASTM C-1064 Time Sampled: 1:26 PM Conc Temp, °F: 77 Mix Design: Job -Mix Unit Wt., pcf: N/A ASTM C-138 Supplier: Job Mix Air Content, %: N/A ASTM C-231 Specified psi: 2,500 psi Mortar Water Added: N/A gallons Ticket No: N/A Number of cyl: 3 Time In Mixer: 8 minutes Lab Number 13 14 15 Date Tested 4-2-02 4-23-02 4-23-02 Age at Test 7 28 28 Spec Size, in 2.00x4.0 Area, sq. in. 3.14 Total Load 16,200 Strength, psi 5,160 Type of Break Conical Tested By CB This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Copies: 2/One Eleven La Quinta, LLC c/o Desert Cities Development 1/Billing "-05' et i%ct- 9Earth Systems 1r Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL STEEL o ?/ SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: DSA Application No.: Date of Inspection: 0 Project Name: SM f \ :f wo s Job No.: 3 s0 Project Address: V� -�0 ' ,� Architect: � –IOX- Structural Engineer: G=Q A�1/ Ne"e— General Contractor: JQ CSe� L G l�� Sub Contractor: TYPE OF INSPECTION: Field hop r/dl7ding Bolting Other ^—ription of Work Inspected: _ tTl V Unresolved Items: S D Welding Operators & Certification Numbers: &D (fn g OeuS(u2 1 es ( I Type of Electrodes: E % rr g 'F -C I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. ))��( Inspector's Name/No. Inspector's Signature All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. 1313-M-400 (10/98) Copy 1 ESC Lab Contractor's Representative Copy 2 Project Superintendent Copy 3 Governing Agency Q% Earth Systems 1� Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: l ��2. — l FZ DSA Application No.: Date of Inspection: 12 Project Name: ��T USS `7 Job No.: R3qq —0 3 Project Address: 78 - �D �� ccah .JWJ L l Q ul tjr Architect: (2cc I C ca, Structural Engineer: (7 (CCN SA n General Contractor: Dc s ze- . Sub Contractor: M C OK) TYPE OF INSPECTION: Reinforcing Unit Placeme Grout Spaces Cleanouts Description of Work Inspected: Grouting i/ Unresolved Items: Descriptive Location of Samples: Slump Grout Temp: Time in Mixer: Water Added: Air Temp: Type Cement Supplier: Mix Design: C.M.U. Unit Sizes & Colors: 8 x 8 x !�! Bond Pattern: Admixture: I.D. Mark: Mortar Type: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. 0Inspector's Name/No. �r u I q JJ Inspector's Signature / InSd 6-0177717)-8q All inspections based on a minimum of 4 hours; over 4 houwill bean 8 hour mini um. In addition, any inspection extending past 12 pm will be an 8 hour minimum. BD -M-401 (10198) Copy 1 ESC Lab Contractor's Representative Copy 2 Project Superintendent Copy 3 Governing Agency Earth Systems Southwest 79-8118 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 9247015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: N 7 r 82 DSA Application No.: Date of Inspection: 3-28—OZ Project Name: t Q ��e- Job No.: C `1 Project Address: 78-6 80 W- I, A Architect:— Cl -C, � C(uKQ Structural Engineer. �a'R4 General Contractor: pe.Se i L__4i eLDe(-) Sub Contractor. A C Qb, TYPE OF INSPECTION: Reinforcing Unit Placement Grout Spaces Cleanouts Grouting Other Description of Work Inspected: _ 1. M � 5 Unresolved Items: Descriptive L ation of Sam les: ' �' �� (qGY (A c,clQ s ,;rs o e3e� Geo E!S Slump: 60 Grout Temp:. 7(o Time in Mixer: Supplier. ` Admixture: 0 Water Added: 2 Air Temp: Type Cement: Mix Design: 5, SA 1. D. Mark:�qq C.M.U. Unit Sizes & Colors: 8 x 8 x 1 W Bond Pattern: Mortar Type: 11— I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. Inspector's Name/No. rArq Inspector's Signature ►,-80 S t r7- 1 '7 - All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representative Coov 1 ESC Lab Copy 2 Project Superintendent Copy 3 Goveming Agency 9Earth Systems C...Asultants 1e Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 . DAILY REPORT OF INSPECTION OF CONCRETE SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: DSA Application No.: Date of Inspection: 3 6 Z Project Name: 5t�c�e 5 O1ti� A,��e✓ 5a Oe Job No.: fi 3Iq -0 3 Project Address: or)c� e%Ej��t o 9yi bcfYat&_Y .1 0La eJ018122, 0 1 0_&%_• Architect General Contractor: TYPE OF INSPECTION: GEED Placement Other Description of Work Inspected: Structural Engineer: Sub Contractor: VP►-i-�7ea� _-5r z ;� reioyc sId0_&We- it )2e.r. iPk3- t. - �o K f� a vows/v i i -r s oee��� l'.�l�1^ ����'_ b/�A.,>^ t° ,•.0 c�2� �� Y Sfu �® I 14, z;, 1U��a��®yP ���cU�� �i� 0_zklsin%iaes_�e Unresolved Items: Descriptive Location of Samples: Slump: '13 �� Cone Temp: 00 Time in Mixer: Supplier: 5i?,40i4 Admixture: si Ka MP Water Added: Air Temp: %6 ;E Specified Strength: ®Oe� Mix Design: ES OZ-®3®Truck #: Air Content, %: /'I Unit Wt.: / Sample Time: I 'SD # of Samples: Field I.D. Marking: Y_Z % I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications 8 applicable building laws. Final report issued at project completion. Inspector's Name/No.. �l� SECt�itl� 1A Inspector's Z All inspections based on a�imum of -4 O hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Represent BD -M-402 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent wpy 0 wvernmy myency Earth Systems .`� Southwest 79-8118 Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 -DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER 3uilding Permit No. 01\ 2-- 19 Z DSA Application No.: r. i f _ _ _.c.t_ , !Y 7; 3roject Name: Date of Inspection: 3 -/27 " (Z?- Job Z2Job No.: 3roject Address: krchitect: �-C�l ` C. n Structural Engineer: ,,q C %SA R� general Contractor: bPts��A ` _ ��5 �p` Sub Contractor: �`A��i FYPE OF INSPECTION: einforcin Unit Placemen Grout Spaces Cleanouts Grouting Other r description of Work Inspected: ` �bS�f l)� � .g-��n�` dt f l � m o S I i..\J_ . , — %X +rN v i s A ci A Unresolved Items: Descriptive Location of Samples: On L` 4, 4 Slump Grout Temp: Time in Mixer: Supplier: Admixture: Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark: �/� C.M.U. Unit Sizes & Colors: P X X 160 Bond Pattern: Mortar Type: /" � I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. iC6d Inspectors Name/No.. 7721 Inspector's All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractors Represent. Coov 1 ESC Lab Copy 2 Project Superintend uopy J %iovemRlg Agency Earth Systems Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY SB/R.S CO. GOV. UBC TITLE 21/24 OTHER 3uilding Permit No.: �� i2 - 1F2 DSA Application No.: Project Name: Date of Inspection: -3 h & 02_ _ Job No.: - (9,34 3 Project Address: _7o (ego l7 9'r1 �`"�) 1 t 4rchitect: Car k COic_T1. A • Structural Engineer.,, �lG rolm n ear - general Contractor: DeSel � ,%' =S elf . Sub Contractor: t"l Ae_0�) TYPE OF INSPECTION: Reinforcing GroutSpaces Cleanouts Grouting Other Description of Work Inspected: lq f R ' Unresolved Items: Descriptive Location of Samples: Slump: Grout Temp: Time in Mixer: Supplier: All Water Added: Air Temp: Type Cement: Mix Design: _ C.M.U. Unit Sizes & Colors: G� Bond Pattern: Admixture: I.D. Mark: A� Mortar Type: I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. ' r /C'&),12777/ 7 -8 /l /1 Inspector's Name/No. Inspector's Signature_ t 0 - All inspections based on a minimum of 4 hours; over 4 tours will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representative Copy 1 ESC Lab Copy 2 Project superintendent V Copy 3 Governing Agency 9% Earth Systems C .isultants 1i Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF CONCRETE SB/R.S CO. GOV. UBC TITLE 21/24 OTHER Building Permit No.: DSA Application No.: Date of Inspection: 3%%,7 Project Name: 5 }'u le -.3 Q Eo -e- .guA F'v S '®✓rte Job No.: o23 3,q y -o3 Project Address: ©n&- &.leye-0 Lo. cal far Cep( --er L a Qy i��D--� �CX , Architect: General Contractor: TYPE OF INSPECTION: Reinforcing Placement Other Description of Work Inspected: - y Structural Engineer: Sub Contractor: Jill 17[if'/.I�eTZ+S>•J'arJs�77.(��1�f-Jl�+I['�it�Jii r, L�1/" .I.!►L IJIIJL 1111111 'ior • • - cam..A _Al,_ - .6 Unresolved Items: Descriptive Location of Samples: Slump: 3// Cone Tel 7 0 F Time in Mixer: Supplier:.siMW Admixture: Water Added: �, Air Temp: �o� Specified Strength: 40LIO Mix Design: 45 OZ -0 Truck #: Air Content, %: Unit Wt.: Sample Time: 'A0,41 -"A # of Samples: JJ I.D. Marking: R 3 4 4 ;VZs I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issued at project completion. �-- Inspector's Name/No. J-/a✓l< �BU4 7LO M Inspector's Signature TCB 1n0 q.1rz2 6 - All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. In addition, any inspection extending past 12. pm will be an 8 hour minimum. Contractor's ReDrese tative 1 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent v Copy 3 Governing Agency aP Earth Systems Southwest Building Permit No.: Project Name: Project Address: 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 • (800) 924-7015 DAILY REPORT OF INSPECTION OF CONCRETE SB/R.S CO. GOV. UBC TITLE 21/24 OTHER s ; 14PL6-5 me "TOM -41 DSA Application No.: Architect: e-geL cOX A --T.,4- r Date of Inspection: .3 22 _ D _ Job No.: __ Y-3 qV —Gtr La Q4►j4J I C? ral Engineer: Z-,eAV1k)&-P1 General Contractor: Lies e-ier 6,44-e-5 Sub Contractor: TYPE OF INSPECTION. Reinforcin Placement Other Cab 5 ��-� �'t-% Description of Work Inspected: P -- r�t--3 -T- n -P •tom n� 'f2i 1M � � � i� � i r ca t� S ~!-� 1 k 0 k".) 's I. -y G-e� D %4 - gc„+-k A t.yaG- & 2i D A s�� ��` ,_ t i - x #- t)7 -03e) GoA)&Ae r- CoAJ5 vc,r resT- d-elti'sT-P-ucrioN-) ��;,�,�S % t3L,,/c, "e= i ->s' P%ceo A-! A&,i EnjDs o c A&as PoaxeD Unresolved Items: /l ,* rE , 7?u& '1-1) Cot,) Sr 9-uGfii&iJ J o►n3 TS R C&1) r,�J qakv6- Dg7Tfii L 2 / Si, 3 W1 A) -e ed 4-p 413 a s-ed r Descriptive Location of Samples: Slump: A 1/1% if Cone Temp: -78" Time in Mixer: 58 AAJ Supplier: Admixture: / 1 / Water Added: Air Temp: -7-50 Specified Strength: WOO Mix Design: 6e030 Truck # Air Content, %: Field I.D. Marking: C- " Unit Wt.: Sample Time: 10 �' 3-5 # of Samples- I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications & applicable building laws. Final report issu7111( t project completion. Inspector's Name/No. ' ��Jtwl; 32E -7 nspector's Signature All inspections based on a minimum of 4 hours; over 4 heurs will be an 8 hour minimum. In addition, any inspection extending past 12 pm will be an 8 hour minimum. Contractor's Representative 1313-M-402 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency/