Loading...
ST9902-LR1312101 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 Report Date: 12/10/2013 Project: West Sandy Lake Road Location: Various Locations Date Sampled: 12/03/2013 Sampled By: Roberts, Duce By Order Of: Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 155192 Test Method: See Below TEST RESULTS Report No: 155192 Page 1 of 3 Set: 1 of 3 Material: Concrete Location: South Bicycle Rail, Pour #1 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc (PSI) A 12/10/13: 7 6.00 28.27 115,900 Type 3 Lab 4,100 B 12/10/13: 7 6.00 28.27 113,700 Type 3 Lab 4,020 C 12/31/13:28 6.00 28.27 Lab D 12/31/13: 28 6.00 28.27 Lab l Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 4,000 psi @ 28 days Slump: 3 -5 Air Content: 3 -6 Date Received: 12/04/2013 Curing Method: Standard Time Sampled: 1:30 pm Time Batched: 12:34 pm Temp.: Ambient: 70 °F Mix: 77 °F Slump: 4.0 Inches Air Content: 5.7% Mix Code: 5507 Number of Specimens: 4 Average Strength Tested (PSI) By Comments 4,060 Ll Type 6 Transported By: LMC Source /Sampled At: Truck / Center Plant: 95 Truck /Ticket No: 1408 / 63076912 Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 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) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group i 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. M V, I�U1 >Ililll Il lli� I �=ir� - I'll _ ­­­­ 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: 12/03/2013 Report Date: 12/10/2013 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: 155192 Test Method: See Below TEST RESULTS Report No: 155192 Page 2 of 3 Set: 2 of 3 Material: Concrete Location: 1Oft Storm Drain Curb Inlet at Lat G -4, Station 1 +70 Maximum Spec Nbr A B C D E Age Tested Diameter Area Load (date : days) (in) (in 2) (Ibs) Break Type 12/10/13: 7 4.00 12.57 34,150 Type 5 12/10/13: 7 4.00 12.57 34,910 Type 5 12/31/13:28 4.00 12.57 12/31/13:28 4.00 12.57 12/31/13:28 4.00 12.57 Type 1 Specification Strength: 3,000 psi @ 28 days Slump: 4 max Air Content: 3 -6 Date Received: 12/04/2013 Curing Method: Standard Time Sampled: 2:45 pm Time Batched: 1:45 pm Temp.: Ambient: 73 °F Mix: 76 °F Compressive Cure Strength Loc (PSI) Lab 2,720 Lab 2,780 Lab Lab Lab F M IU ' Type 2 Type 3 Type 4 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 2,750 FIFI, I Type 5 Type 6 Slump: 4.5 Inches Air Content: 4.4% Mix Code: 1261 Transported By: LMC Source /Sampled At: Truck / Center Plant: 95 Truck /Ticket No: 7025 / 63076921 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) Ong: 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ' 9i � OIIIYI � Q 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: 12/03/2013 Report Date: 12/10/2013 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: 155192 Test Method: See Below TEST RESULTS Report No: 155192 Page 3 of 3 Set: 3 of 3 Material: Concrete Number of Specimens: 4 Location: 8ft x 4ft RCB Base at Storm Drain Lat G -2, Station 1 +00 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 12/10/13: 7 6.00 28.27 108,725 Type 3 Lab 3,850 B 12/10/13: 7 6.00 28.27 118,025 Type 3 Lab 4,170 4,010 C 12/31/13:28 6.00 28.27 Lab D 12/31/13:28 6.00 28.27 Lab R R—i 1-11 M R []- 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: 12/04/2013 Curing Method: Standard Time Sampled: 4:30 pm Time Batched: 3:55 pm Temp.: Ambient: 73 °F Mix: 76 °F Slump: 4.0 Inches Air Content: 5.2% Mix Code: 1083 Transported By: Southern Star Source /Sampled At: Truck / Center Plant: 111 Truck /Ticket No: 3262 / 1332307 Quantity Represented: 6 cu. yds. at 6 cu. yds. placed of a 6 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 f i 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. 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 11/13/2013 Curing Method: Date Sampled: 11112/2013 Report Date: 12/11/2013 Previously Reported: 11/19/2013 1:15 pm Time Batched: Sampled By: Jones, Richard Project: West Sandy Lake Road 48 °F Mix: 63 °F By Order Of: Location: Inlet walls and bottoms, south Coppell Rd. Lat 1 -2, Station 1 +12 Order Number: 1770 and Lat 1 -1, Station 1 +00 Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154450 -1 Material: Concrete Test Method: See Below TEST RESULTS Report No: 154450 -1 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in 2) (lbs) Break Type Loc (PSI) (PSI) By Comments A 11/19/13: 7 6.00 28.27 121,895 Type 3 Lab 4,310 B 11/19/13: 7 6.00 28.27 120,110 Type 3 Lab 4,250 4,280 C 12/10/13: 28 6.00 28.27 143,170 Type 3 Lab 5,060 D 12/10/13: 28 6.00 28.27 138,795 Type 3 Lab 4,910 4,990 (I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3 -5 Air Content: 4 -6 Date Received: 11/13/2013 Curing Method: Standard Time Sampled: 1:15 pm Time Batched: 12:21 pm Temp.: Ambient: 48 °F Mix: 63 °F CONFORMS Slump: 3.5 Inches Transported By: LMC Air Content: 4.0% Source /Sampled At: Truck / Center Mix Code: 1261 Plant: 952 Truck /Ticket No: 9150 / 62956321 Quantity Represented: 7.5 cu. yds. at 7.5 cu. yds. placed of a 7.5 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.