ST0502B- LR160104 (2)ALLIfU'ICE
GGEOTKHf'IlCRL
GROU
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
Report Date: 01/04/2016 Previously Reported: 12/15/2015
Project: Freeport Parkway North
Location: Misc. Concrete
Client:
REPORT:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 1 of 2 Material: Concrete
Location: Wall B retaining wall, Station 0+00 to 0+69.34
Maximum Compressive
Spec Age Tested Diameter Area Load Cure Strength
Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI)
Date Sampled: 12/04/2015
Sampled By: Avila, Eli
By Order Of: Walter
Order Number: 1770
LAB NO: 198708
Test Method: See Below
Report No: 198708
Page 1 of 2
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
A 12/11/15: 7 6.00 28.27 126,785 Type 3 Lab 4,480 4,480 JR
B 01/01/16: 28 6.00 28.27 151,610 Type 3 Lab 5,360 JR
C 01/01/16: 28 6.00 28.27 150,125 Type 3 Lab 5,310 5,340 JR
D HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 4.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 2.5% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 12/05/2015 TruckMcket No: 9102 / 63097101
Curing Method: Standard
Time Sampled: 11:34 am
Time Batched: 10:34 am
Tbmp.: Ambient: 52°F Mix: 64°F
Unit Weight: 152.4 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 17.0 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, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
-
Perry C. Kakara, SET, 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
RLLlfil'KE
GGEOTECFiIYICRL
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
Report Date: 01/04/2016 Previously Reported: 12/15/2015
Project: Freeport Parkway North
Location: Misc. Concrete
Client:
REPORT:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 2 of 2 Material: Concrete
Location: Traffic signal Pier P-4 at Station 0+78
Date Sampled: 12/04/2015
Sampled By: Avila, Eli
By Order Of: Walter
Order Number: 1770
LAB NO: 198708
Test Method: See Below
Report No: 198708
Page 2 of 2
Number of Specimens: 4
Curing Method: Standard
Time Sampled: 1:10 pm
Time Batched: 12:18 pm
Temp.: Ambient: 60°F Mix: 68°F
Quantity Represented: 5 cu. yds. at 5 cu, yds. placed of a 5 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, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, 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
Maximum Compressive
Average
Spec
Age Tested Diameter
Area Load Cure
Strength
Strength Tested
Nbr
(date : days) (in)
(int) (Ibs) Break Type Loc
(PSI)
(PSI) By Comments
A
12/11/15: 7 6.00
28.27 146,880 Type 3 Lab
5,190
5,190 JR
B
01/01/16: 28 6.00
28.27 174,195 Type 3 Lab
6,160
JR
C
01/01/16: 28 6.00
28.27 172,810 Type 3 Lab
6,110
6,140 JR
D
HOLD (see remarks) -
11x1 Pq1 iMIJ 9l
FF
17
Type 1 Type 2 Type 3 Type 4
Type 5
Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 3-5
Slump: 3.0 Inches
Transported By: LMC
Air Content: 0.5-2.5
Air Content: 2.0%
Source/Sampled At: Truck/ Center
Mix Code: 1701
Plant: 956
Date Received: 12/05/2015
Truck/Ticket No: 1407 / 63097103
Curing Method: Standard
Time Sampled: 1:10 pm
Time Batched: 12:18 pm
Temp.: Ambient: 60°F Mix: 68°F
Quantity Represented: 5 cu. yds. at 5 cu, yds. placed of a 5 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, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, 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