Tax 2011B-LR130118fiLLIfihICE
CEOTECH11CRL
GROUP
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: C12 -1001 D
Date Sampled: 01/17/2013
Report Date: 01/18/2013 S
Sampled By: Burgdorf, Bradley
Project: Vanbebber Drive Street Improvements B
By Order Of: Chris
Location: Approach southbound - Station 10 +50 O
Order Number: 1770
Number of
Client: City of Coppell S
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST L
LAB NO: 140951
Material: Concrete T
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS R
Report No: 140951
Page 1 of 1
Maximum C
Compressive A
Average
Spec Age Tested Diameter Area Load C
Cure S
Strength S
Strength Tested
Nbr (date : days) (in) (in 2) (Ibs) Break Type L
Loc (
(PSI) (
(PSI) By Comments
A 01/21/13: 4 6.00 28.27 93,225 Type 2 L
Lab 3
3,300 3
3,300
B 01/24/13: 7 6.00 28.27 91,245 Type 2 L
Lab 3
3,230
C 01/24/13 :7 6.00 28.27 97,085 Type 2 L
Lab 3
3,430 3
3,330
D 02/14/13:28 6.00 28.27 L
Lab
E 02/14/13:28 6.00 28.27 L
Lab
Specification
Strength:
Slump: 3 -5
Air Content: 4 -6
Date Received: 01/18/2013
Curing Method: Standard
Time Sampled: 12:00 pm
Time Batched: 10:38 am
Temp.: Ambient: 50 °F Mix: 63 °F
Type 1 Type 2 Type 3
B [ILI 11
Type 4 Type 5 Type 6
Slump: 4.0 Inches Transported By: TXI
Air Content: 4.1 % Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: 150
Truck /Ticket No: 8027 / 1580181
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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, PE-
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.
Type 1 Type 2 Type 3
B [ILI 11
Type 4 Type 5 Type 6
Slump: 4.0 Inches Transported By: TXI
Air Content: 4.1 % Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: 150
Truck /Ticket No: 8027 / 1580181
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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, PE-
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.