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ST0701-LR100506
FIELD DENSITY TEST REPORT "Irerracon Report Number: 94091 193.0152 Service Date: 04/29/10 8901 Carpenter Frwy. Report Date: 05/06/10 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client City of Coppel I TX Attn: Keith Marvin PO Box 9478 Coppell, TX 75019 Project Southwestern Boulevard Coppell Road to Grapevine Creek Coppell, TX Project Number: 94091193 Material Information Mat. Proctor No. Ref. No. 1 94091194.0012 Field Test Data Classification and Description Brown clay (lime treated) Test No. Test Location Laboratory Test Method ASTM D698 Probe Wet Lift / Mat. Depth Density Elev. No. (in) (pcf) Lab Test Data Optimum Max. Lab Water Dry Unit Content Weight ( %) (pcf) 30.2 88.1 Water Water Content Content (pcf) ( %) Project Requirements Water Minimum Content Compaction -2/ +4 95 Dry Unit Percent Weight Compaction (pefl ( %) Southwestern Boulevard - West Bound 52 Sta.7 +00 Final 1 6 109.0 24.9 29.6 84.1 95 53 Sta.9 +50 Final 1 6 111.4 26.5 31.2 84.9 96 54 Sta.11 +00 Final 1 6 111.6 26.4 31.0 85.2 97 55 Sta.12 +50 Final 1 6 111.8 27.1 32.0 84.7 96 Gauge ID: 35367 Comments: Test results on this report meet project requirements as noted above. Services: Terracon Rep.: Reported To: Perform in -place density and moisture content tests to determine degree of compaction and matrial moisture condition. Julio R. Perez Started: 0730 Finished: 1130 Contractor: Lacy Construction Report Distribution: (I) City or Coppell TX (I) City or Coppell TX (1) Lacy Constriction (1) City orCoppell Tx Reviewed By: (2) Halff Assoc Inc (1) PacTnist Pacific Really Associates LP Test Methods: ASTM D6938 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. Ctu0007, 4- 30-09, Rev.z Page 1 of I REINFORCING STEEL OBSERVATIONS REPORT Report Number: 94091193.0160 Irerracon Service Date: 05/03/10 8901 Carpenter Frwy. Report Date: 05/06/10 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client Project City of Coppell TX Southwestern Boulevard Attn: Keith Marvin Coppell Road to Grapevine Creek PO Box 9478 Coppell, TX Coppell, TX 75019 Number: 94091193 PROJECT DATA Drawings Utilized: SC1.20, dated 05/2009 Locations /Items Observed: Bridge, Southwestern Boulevard west Bound, span 2 deck and rail Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT .INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape g P X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Property Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper CoverlCfearance X Discrepancies /Continents: Any discrepancies found were corrected prior to completion of this observation. Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Burl E. Thomas Started: 1030 Reported To: Terry Finished: 1330 Contractor: Lacy Construction Report Distribution: (1) City of Coppell TX (1) City of Coppell TX (I) City orcoppell TX (2) Halfl'Assoc Inc Reviewed By: (1) Lacy Construction (I) PacTrust Pacific Really Associates LP tric .1: Cle eland, P.E. Senior Pr ect Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel} -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. CTnno 1. 3. 09.10. Kell.0 Page I of I sa CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091193.0 129 Service Date: 04/07/10 Report Date: 05106/10 Revision 2 1 rierracon 8901 Carpenter Frwy. Dallas, TX 75247 214 -530 -1010 Reg No: F -3272 Client Project Maximum City of Coppell TX Set Specimen Diameter Southwestern Boulevard Area Attn: Keith Marvin Date Test Coppell Road to Grapevine Creels PO Box 9478 Fracture No. ID Coppell, TX (sq in) Coppell, TX 75019 Tested (days) (lbs) (psi) Type 1 1 6.00 Project Number: 94091193 Material Information 04114110 7 Sample Information 4,140 Specified Strength: 4,000 psi c@ 28 days Sample Date: 04107/10 Sample Time: 1535 04/21/10 14 124,300 Sampled By: Francisco J. Morillo Mix ID: DCCOG504 6.04 28.27 Weather Conditions: Clear Supplier: Redi -Mix 150,510 5,330 Accumulative Yards: 7 Batch Size (cy): 7 Batch Time: 1429 Plant: 136 Placement Method: Direct Discharge Truck No.: 1187 Ticket No.: 25182785 Water Added Before (gal) :O Water Added After (gal): 0 Field Test Data (28 days) 5 Sample Location: See Placement Location Test Result Specification Placement Location: Bridge Beam #1, westbound Slump (in): 5 3 -5 Air Content [ ° / © }: 4.0 3 -6 Concrete Temp. (F): 81 Ambient Temp. (F): 83 Plastic Unit wt. [peo: 145.4 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 04109/10 04114110 7 1 17,150 4,140 2 1 2 6.04 28.27 04/09/10 04/21/10 14 124,300 4,400 2 1 3 6.04 28.27 04/09/10 05/05/10 28 150,510 5,330 4 1 4 6.00 28.27 04109/10 05/05110 28 158,460. 5,600 4 Average (28 days) 5 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made 3y: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c samples. Terracon Rep.: Francisco J. Morillo Started: 1400 Reported To: Superintendent Finished: 1630 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) City of Coppell TX (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction (1) PacTrust Pacific Realty Associates LP S e1 Test Methods: ASTM C 31, ASTM C3 9, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM C231, ASTM C 1 064, ASTM C 1231 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. CR0001, 5- 21 -09, Rev.3 Page I of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091193.0149 EY _= Service Date: 04128110 8901 Carpenter Frwy. Report Date: 05/06/10 Dallas, TX 75247 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Southwestern Boulevard Attn: 1'eitli Marvin Coppell Road to Grapevine Creep PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94091193 Material Information Specified Strength: 4,000 psi t@ 28 days Mix ID: DCSOI -1504 Supplier: Reel i --mix Batch Time: 1205 Truck No.: 1349 Field Test Data "Test Slump ( ill): Air Content (` %f): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pct): Plant: 259 Ticket No.: 25192334 Result Specification 4 3 -5 4.8 3 -6 79 82 144.7 Sample Information Sample Bate: 04/28/10 Sample Time: 1252 Sampled By: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 10 Batch Size (cy): 10 PIacement Method: Pump Water Added :Before (gal) :O Water Added After (gal): 0 Sample Location: Span #3, E side Placement Location: Bridge Placement, Spans #1 and #3 Laboratory Test Data Age at Set Specimen Diameter Area Date Date Test No. I D (in) (sq in) Received Tested (days) 1 1 6.00 25.27 04129/10 05/05110 7 1 ? 6.00 28.27 04/29/10 05/12/10 14 1 3 6.00 28.27 04129110 05/26110 28 1 4 6.00 28.27 04/29110 05/26/10 28 Maximum Compressive Load Strength (Ibs) (psi) 112,780 3 Fracture Tvne 1+ Comments: Samples Macle By: Terracon Services: Obtain san Ales of fresh concrete at the placement locations, perform required field tests and c t sal11ples. Terracon Rep.: .lose A. Martinez Started: 1000 Reporte(l To: Finished: 1500 Contractor: Lacy Constructio :l Report Distribution: Reviewed By: (1) Cit o1' Cop yell 'I'X (1) City ❑ i ' 11 Cn��e11 TX p9ssjve strength ( City 0I' CoppC11 'rX (2) H alff Assoc Inc Eric J Cleveland P.E. (1 Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM 0172, ASTM 0231, ASTM C1064, ASTM 01231 The tests were performed in general accordance with applicable ASTM, AASHTD, or DDT 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. c't O001, :,_2 1 .01), Rol- Page I ot� l FIELD DENSITY TEST REPORT Report Number: 94091 194.0085 Irerracon Service Date: 04/28/10 8901 Carpenter Frwy. Report Date: 05/06/10 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PaCTfUSt Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Paving 90 Intersection of Howell and FG 1 6 116.1 27.1 30.5 89.0 101 Southwestern Blvd. 91 Westbound Southwestern Blvd., FG 1 6 115.6 27.2 30.8 88.4 100 Sta. 19 +00 92 Westbound Southwestern Blvd., FG 1 6 116.8 27.2 30.4 89.6 102 Sta. 17 +00 Gauge ID: 39547 Comments: Test results on this report meet project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compaction and mabril condition. Terracon Rep.: Francisco J. Morillo Started: 1430 Reported To: Superintendent Finished: 1700 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) PacTrust Pacific Realty Associates LP (I) City of Coppell TX (1) City of Coppel l '1'x (2) Hal IT Assoc me l l (1) Lacy Construction Senior Test Methods: ASTM D6938 Manager 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. CROON, 4- 30 -09, Re%1.2 Page I of I Project Number: 94091194 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Ref. No. Classification and Description Test Method ( %) (pef) ( %) ( %) 1 94091 l 94.0012 Brown clay (lime treated) ASTM D698 30.2 88.1 -2/ +4 95 Field Test Data Probe Wet Water Water Dry Unit Percent Test Lift / Mat. Depth Density Content Content Weight Compaction No. Test Location Elev. No. (in) (pef) (pcf) ( %) (pcf) ( %) Paving 90 Intersection of Howell and FG 1 6 116.1 27.1 30.5 89.0 101 Southwestern Blvd. 91 Westbound Southwestern Blvd., FG 1 6 115.6 27.2 30.8 88.4 100 Sta. 19 +00 92 Westbound Southwestern Blvd., FG 1 6 116.8 27.2 30.4 89.6 102 Sta. 17 +00 Gauge ID: 39547 Comments: Test results on this report meet project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compaction and mabril condition. Terracon Rep.: Francisco J. Morillo Started: 1430 Reported To: Superintendent Finished: 1700 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) PacTrust Pacific Realty Associates LP (I) City of Coppell TX (1) City of Coppel l '1'x (2) Hal IT Assoc me l l (1) Lacy Construction Senior Test Methods: ASTM D6938 Manager 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. CROON, 4- 30 -09, Re%1.2 Page I of I