The URL can be used to link to this page

ST0004-LR011009 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080 ? Concrete Compression Test Report Client: The City of Coppell Report Distribution: (1) The City of Coppell Project: Freeport Parkway Pavement (1) Quantum Contracting Repair TMI Report No.: DC01-066-064 Report Date: 10/09/2001 Specifications Test Data Strength 4000 psi @ 28 Days Placement Date 10/02/2001 Slump 5 in max Sampled By Michael Bell Air Content 3 % rain 6 % max Weather Clear Concrete Temperature n/a Supplier/Mix Hanson/ Ambient Temperature n/a Air Content Method ASTM C-231-B Ticket Number: 971405 Time Batched: 11:38 am Time Sampled: 12:05 pm Slump: 4 in Air Content: 4.5 % Unit Weight: n/a Concrete Temperature: 79° F Ambient Temperature: 81 ° F Yardage (c.y.): 218 of 250 Placement Location: South bound Freeport Pkwy. Sample Location: Station 14+40 to Station 14+50 Set # Cyl~der Age. Max Load Area Strenclth Fracture Test Date (days) (lbs. force) (sq.in.) (psi'j Type 3 10020109 10/09/2001 7 122980 28.27 4350 unbonded cap 3 10020110 10/09/2001 7 116560 28.27 4120 unbonded cap 3 10020111 10/30/2001 28 3 10020112 10/30/2001 28 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TERRA-MAR, INC. Scott M. Pettit, P.E. Sr. Vice President The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. OISSD Page 3 of 3 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488~88©0 fax:(972) 488-8080 ~ ~ - Concrete Compression Test Report Client: The City of Coppell Report Distribution: (1) The City of Coppell Project: Freeport Parkway Pavement (1) Quantum Contracting Repair TMI Report No.: DC01-066-064 Report Date: 10/09/2001 Specifications Test Data Strength 4000 psi @ 28 Days Placement Date 10/02/2001 Slump 5 in max Sampled By Michael Bell Air Content 3 % min 6 % max Weather Cldar Concrete Temperature n/a Supplier/Mix Hanson/ Ambient Temperature n/a Air Content Method ASTM C-231-B Ticket Number: 821208 Time Batched: 9:15 am Time Sampled: 9:50 am Slump: 4.5 in Air Content: 4.3 % Unit Weight: n/a Concrete Temperature: 80° F Ambient Temperature: 74° F Yardage (c.y.): 119 Placement Location: Paving, South bound Freeport Pkwy. Sample Location: Station 15+75 to Station 15+85 CyliDder Age Max Load Area Strength Fracture Set Test Date (days) (lbs. force) (sq.in.) (psi) Type 2 10020105 10/09/2001 7 136770 28.27 4840 unbonded cap 2 10020106 10/09/2001 7 135810 28.27 4800 unbonded cap 2 10020107 10/30/2001 28 2 10020108 10/30/2001 28 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TERRA-MAR, INC. Scott M. Pettit, P.E. Sr. Vice President The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. Page 2 or'3 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax.'(972) 488-8080 = Concrete Compression Test Report Client: The City of Coppell Report Distribution: (1) The City of Coppell Project: Freeport Parkway Pavement (1) Quantum Contracting Repair TMI Report No.: DC01-066-064 Report Date: 10/09/2001 Specifications Test Data Strength 4000 psi @ 28 Days Placement Date 10/02/2001 Slump 5 in max Sampled By Michael Bell Air Content 3 % mtn 6 % max Weather Clear Concrete Temperature n/a Supplier/Mix Hanson/ Ambient Temperature n/a Air Content Method ASTM C-231-B Ticket Number: 821191 Time Batched: 7:14 am Time Sampled: 7:55 am Slump: 4.5 in Air Content: 3.8 % Unit Weight: n/a Concrete Temperature: 78° F Ambient Temperature: 65° F Yardage (c.y.): 40 Placement Location: Paving, South bound Freeport Pkwy. Sample Location: Between Station 17+00 & Station 17+10 Set # Cyl~der Age, Max Load Area Strength Fracture Test Date (days) (lbs. force) (sq.in.) (psi'} Type 1 10020101 10/09/2001 7 150680 28,27 5330 unbonded cap 1 10020102 10/09/2001 7 151580 28.27 5360 unbonded cap 1 10020103 10/30/2001 28 1 10020104 10/30/2001 28 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. · .,;/ TERRA-MAR, INC. Sr. Vice President The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01SSD Page I or'3