Loading...
ST9902-LR131125jl ➢�i f Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C13 -0634 Date Sampled: 11/18/2013 Report Date: 11/21/2013 Sampled By: Roberts, Duce Project: West Sandy Lake Road By Order Of: Location: Various Locations Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1 Test Method: See Below TEST RESULTS Report No: 154733 -1 Page 1 of 2 Set: 1 of 2 Material: Concrete Number of Specimens: 4 Location: Station 1 +09.24 LF11, 10ft Curb Inlet Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 11/25/13: 7 6.00 28.27 96,015 Type 3 Lab 3,400 3,400 B 12/16/13:28 6.00 28.27 Lab C 12/16/13:28 6.00 28.27 Lab D HOLD (see remarks) - FIE] 11 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,000 psi @ 28 days Slump: 1 -3 Slump: 2.5 Inches Transported By: LMC Air Content: 3 -6 Air Content: 3.3% Source /Sampled At: Truck / Center Mix Code: 1261 Plant: 955 Date Received: 11/19/2013 Truck/Ticket No: 1261 / 64352782 Curing Method: Standard Time Sampled: 1:30 am Time Batched: 12:25 pm Temp.: Ambient: 74 °F Mix: 77 °F Quantity Represented: 3 cu. yds. at 3 cu. yds. placed of a 3 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. C'E{?TC-CiifiICRL !CRC3lJP Acct ID: 1770 Report Date: 11/21/2013 Project: West Sandy Lake Road Location: Various Locations Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C13 -0634 Date Sampled: 11/18/2013 Sampled By: Roberts, Duce By Order Of: Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1 Test Method: See Below TEST RESULTS Report No: 154733 -1 Page 2 of 2 Set: 2 of 2 Material: Concrete Number of Specimens: 5 Location: Small Pilaster at Pedestrian Rail South Side of Bridge; Sampled East Side of Sleeper Slab Bridge Approach Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 11/21/13: 3 6.00 28.27 97,620 Type 3 Lab 3,450 3,450 B 11/25/13: 7 6.00 28.27 138,755 Type 3 Lab 4,910 4,910 C 12/16/13:28 6.00 28.27 Lab D 12/16/13:28 6.00 28.27 Lab E HOLD (see remarks) - F-,] F -_ I F-1- 11 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3 -5 Slump: 5.5 Inches Transported By: LMC Air Content: 3 -6 Air Content: 5.1 % Source /Sampled At: Truck / Center Mix Code: 5507 Plant: 95 Date Received: 11/19/2013 Truck /Ticket No: 3021 / 63076779 Curing Method: Standard Time Sampled: 3:30 pm Time Batched: 2:35 pm Temp.: Ambient: 70 °F Mix: 75 °F Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. fiLUMCE CEOTECFICR U P CR Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C13 -0634 Date Sampled: 11/21/2013 Report Date: 11/22/2013 Sampled By: Roberts, Duce Project: West Sandy Lake Road By Order Of: Location: Approach West Side of Bridge; Sampled Southeast Corner of Order Number: 1770 Approach, West Side of Bridge 73 °F Mix: 81 °F Number of Client: City of Coppell Specimens: 5 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154750 Material: Concrete Test Method: See Below TEST RESULTS Report No: 154750 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 11/25/13: 4 6.00 28.27 103,075 Type 3 Lab 3,650 3,650 B 11/28/13:7 6.00 28.27 Lab C 12/19/13:28 6.00 28.27 Lab D 12/19/13:28 6.00 28.27 Lab E HOLD (see remarks) - r--71 M [U Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3 -5 Air Content: 3 -6 Date Received: 11/22/2013 Curing Method: Standard Time Sampled: 1:45 pm Time Batched: 12:39 pm Temp.: Ambient: 73 °F Mix: 81 °F Slump: 4.0 Inches Air Content: 3.2% Mix Code: 5507 Transported By: LMC Source /Sampled At: Truck / Center Plant: 95 Truck /Ticket No: 7003 / 154445 Quantity Represented: 9 cu. yds. at 18 cu. yds. placed of a 36 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR 00 THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THEADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.