ST0502B- LR151217RLLIHI'ICE
GGE0TKIif11CHL
GROUP
Acct ID: 1770
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
File No: C15-0812
Report Date: 12/17/2015 Previously Reported: 12/16/2015
Project: Freeport Parkway North
Location: West Box Culvert Headwall from Southern end of wall to 10' North
Client:
REPORT:
Material:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Concrete
Date Sampled: 12/09/2015
Sampled By: Dedrick, Mantry
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4 _
LAB NO: 199041
Test Method: See Below
Date Received: 12/10/2015 ruc
Curing Method: Standard
Time Sampled: 10:52 am
Time Batched: 10:01 am
Temp.: Ambient: 50°F Mix: 67°F
Unit Weight: 142.7 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 38.0 cu. yd, total placement
Remarks:
Test Method (As Applicable): C1064 and C138, Compressive strength test) per ed aASTM C39nd tested n Air Content was paccordance with er TM 1 143,
Unless noted in remarks, concrete was ASTM and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I'ldIS REPORT APPLIES ONI..Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
T IJE QUALITIES Or- APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THL=SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
TEST RESULTS
Report No: 199041 R
Page 1 of 1
Maximum
Compressive
Average
Spec
Age Tested Diameter
Area Load
Cure Strength
Loc (PSI)
Strength Tested
(PSI) By Comments
Nbr
(date : days) (in)
(int) (lbs)
Break Type
A
12/16/15 :7 6.00
28.27 66,560
Type 3 Lab 2,350
2,350
B
01/06/16:28 6.00
28.27
Lab
C
01/06/16:28 6.00
28.27
Lab
HOLD (see remarks) -
D
I
Type 1 Type
2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Slump: 5.0 Inches
Transported By: LMC
Air Content: 3-6
Air Content: 6.0%
Source/Sampled At: Truck / Center
Mix Code: 1701
Plant: 952
T k]Ticket No: 1417 ! 62989864
Date Received: 12/10/2015 ruc
Curing Method: Standard
Time Sampled: 10:52 am
Time Batched: 10:01 am
Temp.: Ambient: 50°F Mix: 67°F
Unit Weight: 142.7 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 38.0 cu. yd, total placement
Remarks:
Test Method (As Applicable): C1064 and C138, Compressive strength test) per ed aASTM C39nd tested n Air Content was paccordance with er TM 1 143,
Unless noted in remarks, concrete was ASTM and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I'ldIS REPORT APPLIES ONI..Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
T IJE QUALITIES Or- APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THL=SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION