Loading...
Coppell Trade-LR050630lrerracan REPORT OF REINFORCING STEEL OBSERVATION Date of Service: Client No.: Client: 06/30/05 93345 Coppell Trade Center LP 5055 Keller Springs Rd Ste 300 Addison, TX 75001 Report No.: Project No.: Project: 94051190.0060 94051190 Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Plcwy Coppell, TX Services: Drawings Utilized: Observe placement of reinforcing for compliance with furnished drawings. PROJECT DATA C-3, dated 03/17/05 Locations/Items Observed: Pavement, see attached sketch Test Method: Visual Observation REPORT OF OBSERVATION IT~tllS OBSERVED CORRECT INCORRECT iTEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Number of Bars X Proper Co~er~learance X Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise noted. Field Results Report To: Technician: K. Aksu Report Dletrlbutlon: (1) Coppell Trade Center LP (1) TechniStructurBs (1) City of Coppell TX (1) City of Coppell TX 309 (1) McFadden & Miller (1) Macatee Engineering Inc Senior Pro~ Manager CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051081.0067 Service Date: May 31, 2005 Client: Coppell~Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 30, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number: 94051081 Material Information Specified Strength: Batch Time: Supplier: Truck No: Mix i.D. No.: Ticket No: Sample Information Sample Time: Date Cast: May 22, 2005 Technician: Contractor Made Weather Conditions: Placement Method: Sample Locations: E Wing Wall Footing Placement Location: Double 8x4 Box Culvert, Wing Wall Footing Field Test Data Test Result Specification Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 1 6.00 28.27 05/29/2005 7 123,250 4,360 1 2 6.00 28.27 05/29/2005 7 119,860 4,240 Average 4,300 1 3 600 28.27 06/19/2005 28 138,900 4,910 1 4 6.00 28.27 06/19/2005 28 145,800 5,160 Average 5,040 Comments: Not tested for plastic unit weight. Services - Pick up test cylinders cast by others and return them to the~or curing and testing. Technician: Laramie S. Chronister (1) Coppell Trade Center LP (1) Merriman Assoc Inc (1) Pdtchard Ass~ates Inc (1) McFadden & Miller Reviewed by: The tests were pe~ormed in general accordan~ with applicable ASTM, ~SHTO, or DOT test methods. This repo~ is exclusively for the~ indicted above and sha)l not be reproduced except in full without the wdQen consent of our ~mpany. Test results transmi~ed heroin are only applicable to the a~ual samples tested at the location(s) mfemn~d and am not ne~ssarily indicative of the pmpe~ies of other apparently similar or identical materials. FIELD DENSITY TESTING Report Number: 94051081.0069 Service Date: June 16, 2005 Client: Co,,,~l~i~Center LP Affn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 'll'erracan 8901 Carpenter Frv~, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 30, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number: 94051081 Material Information Lab Test Data Project Reauirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Matedal Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pct~ (%) (% compaction) 1. 510810045 ASTM D 698 Reddish brown sandy clay (lime treated) 24.2 94.1 -1/+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiffJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 210 A.5/24.0 FG 1 6 25.1 96.2 100+ 211 C.5/24.0 FG 1 6 24.6 92.3 98 212 B.0/23.5 FG 1 6 23.8 91.1 97 213 E.0/23.5 ~. ~ FG I 6 24.7 92.7 -- 99 214 A.5/22 ~ FG I 6 25.6 94.8 ~ -- 100+ 215 D.5/22 FG 1 6 25.5 90.8 I,. 96 216 B.5/21 FG 1 6 24.3 91.9 98 ~ 217 C.5/21 FG 1 6 24.9 95.7 · tnn+ 218 A.0/20.5 FG 1 6 24.5 98.3 219 C.0/20.5 FG I 6 25.8 94.0 100 220 E.0/20.5 FG 1 6 24.6 93.7 100 Datum: FG = final grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Charlie/-I'ed Report Distribution: (1) Coppell Trade Center LP (1) Merriman Assoc Inc (1) Pfltchard Associates tnc (1) McFadden & Miller (1) Oily of Coppell TX (1) C~ of Coppell TX Senior Project Uanage~'.~ The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa of theE'client indicated above and shall not be reproduced except in full without the written c~nsant of our company. Test results transmitted herein are only applicable to the actual samples tested at the Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 FIELD DENSITY TESTING Report Number: 94051190.0039 Service Date: June 15, 2005 Client: Coppell Trade Center LP ^fin: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 'll'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 30, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Prelect ReQuirements Optimum Max. Lab Water Water Dry Unit Content, Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pc0 (%) (% compaction) 1. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= Opt. 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) Spread Footing Bearing 197 A/14.6 5.1' BFG 1 6 16.0 105.7 100 198 A/15.3 5.1' BFG 1 6 16.9 107.0 100+ 199 A/16.0 6' BFG 1 6 15.8 106.3 100 200 A/16.5 5.5' BFG 1 6 16.1 104.2 98 201 A/17.3 5.2' BFG 1 6 15.9 105.1 99 202 A/18.0 5.5' BFG 1 6 18.8 103.6 98 203 A/18.5 5.8' BFG 1 6 17.3 104.2 98 204 A/19.3 5.3' BFG 1 6 15.9 106.5 100 205 AJ20.0 6.1' BFG 1 6 18.0 104.0 98 206 A/20.5 5.7' BFG 1 6 15.5 105.3 99 207 A/21.3 5.1' BFG 1 6 17.7 106.7 100 208 A/22.0 5.4' BFG 1 6 16.8 106.2 100 209 A/22.5 5.7' BFG 1 6 18.1 102.0 96 Datum: BFG = below final grade Comments: Test results on this report meet project specification. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. · FIELD DENSITY TESTING Client: Coppell Trade Center LP 'll'erracan Project Number:94051190 Report Number: 94051190.0039 Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922. ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Ted/Charlie Re port Dist ri bution: (1) Coppell Trade Center LP (1) Marriman Assoc (1) TechniStructures (1) McFadden & Miller Reviewed by: (1) City of Coppell TX (1) Macatee Engineering Inc ~' Robert D. Rev. J~..T. (1) City of Coppell TX Senior ProjJ~IH~lanager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated abo'~ and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the Iocetion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 FIELD DENSITY TESTING Report Number: 94051190.0034 Service Date: June 13, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 'll'erracan 8g01 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 30, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Pmiect Reouimments Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pc0 (%) (% compaction) 1. 510810065 ASTM D 698 Crashed limestone flexible base 8.4 124.8 -2/+2 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) 177 BI10 4' BFG 1 6 10.1 118.9 95 178 C/10 4' BFG 1 6 10.2 119.9 96 179 D/10 4' BFG 1 6 10.1 121.3 97 180 D/9 4' BFG 1 6 10.0 120.5 97 181 C/9 4' BFG I 6 9.3 123.2 99 182 BI9 4' BFG 1 6 8.7 122.6 98 183 BI8 4' BFG 1 6 10.4 122.2 98 184 C/8 4' BFG 1 6 9.7 124.9 100 185 D/8 4' BFG 1 6 9.2 125.4 100 186 D/10 3' BFG 1 6 8.8 120.9 97 187 C/10 3' BFG 1 6 8.3 124.4 100 188 BI10 3' BFG 1 6 8.9 122.3 98 189 B/9 3' BFG 1 6 8.0 120.1 96 190 C/9 3' BFG 1 6 9.2 122.3 98 191 D/9 3' BFG 1 6 8.5 124.1 99 192 D/8 3' BFG 1 6 9.6 125.7 100+ 193 C/8 3' BFG 1 6 7.9 124.0 99 194 B/8 3' BFG 1 6 8.4 122.8 98 Datum: BFG = below final grade Comments: Test results on this report meet project specification. The tests were performed in geceml accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indlcetive of the proparties of other apparently similar or identical materials. Page 1 of 2 o~*c~,.~, ~,~ · FIELD DENSITY TESTING Client: Coppell Trade Center LP ll'erracan Project Number:94051190 Report Number: 94051190.0034 Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie $. Chronister Field Results Reported To: Ted/Charlie Report Distribution: (1) Coppell Trade Center LP (1) TechniStmctures (1) City of Coppell TX (1) c~y of coppe# TX (1) Meniman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Iil0 Reviewed by: .~_~~ Robert D. Ray, Senior Project M~a~er The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced excep~ in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the Iocetion(s) referenced and are nat necesesrily indicative of the properties of other apparently similar or identical materials.