ST0502B- LR151207 (2)RLLIfinCE
GGEOTECHI'IICRL
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: C15-0812 Date Sampled: 11/06/2015
Report Rate: 12/07/2015 Previously Reported: 11/16/2015 Sampled By: Goldy, Dwight
Project: Freeport Parkway North By Order Of: Walter
Location: Box Culvert walls only, Sampled; Paving south wall west end at Order Number: 1770
Station 16+50
Number of
Client City of Coppell Specimens: 4
REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 197036
Material: Concrete Test Method See Below
TEST RESULTS Report No: 197036
Spec
Nbr
A
B
C
D
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump:
Air Content:
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 4,0 Inches Transported By: LMC
Air Content: 5.5% Source/Sampled At: Truck I Center
Mix Code: 1701 Plant: 956
Date Received: 11/07/2015 Truck/Ticket No: 7060 / 63096559
Curing Method: Standard
Time Sampled: 1:48 pm
Time Batched: 12:48 pm
Temp.: Ambient: 70°F Mix: 75°F
Unit Weight: 147.7 #/Cu ft
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 24 cu, yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, FX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SE/T, 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
11 IE QUALII ES 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.
Page 1 of 1
Maximum
Compressive
Average
Age Tested
Diameter
Area
Load
Cure
Strength
Strength Tested
(date : days)
(in)
(int)
(lbs)
Break Type
Loc
(PSI)
(PSI) By Comments
11/13/15: 7
6.00
2827
122,035
Type 3
Lab
4,320
4,320 JR
12/04/15: 28
6.00
28.27
152,710
Type 3
Lab
5,400
12/04/15: 28
6.00
28.27
155,745
Type 3
Lab
5,510
5,450
HOLD (see remarks) -
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump:
Air Content:
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 4,0 Inches Transported By: LMC
Air Content: 5.5% Source/Sampled At: Truck I Center
Mix Code: 1701 Plant: 956
Date Received: 11/07/2015 Truck/Ticket No: 7060 / 63096559
Curing Method: Standard
Time Sampled: 1:48 pm
Time Batched: 12:48 pm
Temp.: Ambient: 70°F Mix: 75°F
Unit Weight: 147.7 #/Cu ft
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 24 cu, yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, FX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SE/T, 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
11 IE QUALII ES 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.