ST9902-LR130924ALLIFiIYCE
GEOTECHf11C19L
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: C13 -0634
08/28/2013
Curing Method:
Date Sampled: 08/27/2013
Report Date: 09/24/2013 Previously Reported: 08/30/2013
11:45 am
Time Batched:
Sampled By: Hall, Damon
Project: West Sandy Lake Road
93 °F Mix: 90 °F
By Order Of:
Location: 18" Pier, Abutment #1, Pier #1 K / Wing wall
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 150696
Material: Concrete
Test Method: See Below
TEST RESULTS
Report Ni 150696
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 09/03/13: 7 6.00 28.27 84,730 Type 3
Lab
3,000
B 09/03/13: 7 6.00 28.27 88,915 Type 3
Lab
3,140
3,070
C 09/24/13: 28 6.00 28.27 119,880 Type 3
Lab
4,240
D 09/24/13: 28 6.00 28.27 119,450 Type 3
Lab
4,220
4,230
rl'�71 Arl _R[URF
-IF]
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 5.5 -7.5
Air Content:
Date Received:
08/28/2013
Curing Method:
Standard
Time Sampled:
11:45 am
Time Batched:
10:58 am
Temp.: Ambient:
93 °F Mix: 90 °F
CONFORMS
Slump: 7.0 Inches Transported By: LMC
Air Content: 1.0% Source /Sampled At: Truck / Center
Mix Code: 5506 Plant: 952
Truck /Ticket No: 3011 / 62952844
Quantity Represented: 4 cu. yds. at 4 cu. yds. placed of a 4 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.