MA 10-07-LR140724AI..LIHNCE
GEOTECtilY1CRL
GROW
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: C14-0715
Date Sampled: 07/22/2014
Report Date: 07/29/2014 Previously Reported: 07/24/2014
Sampled By: Hickman, Jeremy
Project: Belt Line & MacArthur Brick Paver Replacement
By Order Of: Denise/ Jim Bowmen
Location: Light pole base on southbound MacArthur at southwest
corner of
Order Number: 1770
Beltline and MacArthur
Number of
Client: City of Coppell
Specimens: 6
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 167897
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 167897
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load
Cure Strength
Strength Tested
Nbr (date : days) (in) (int) (lbs) Break Type
Loc (PSI)
(PSI) By Comments
A 07/23/14: 1 6.00 28.27 101,490 Type 2
Lab 3,590
3,590
B 07/24/14: 2 6.00 28.27 103,570 Type 5
Lab 3,660
3,660
C 07/25/14:3 6.00 28.27 107,120
Lab 3,790
3,790
D 07/29/14:7 6.00 28.27
Lab
E 08/19/14:28 6.00 28.27
Lab
F 08/19/14:28 6.00 28.27
Lab
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 07/23/2014
Curing Method: Standard
Time Sampled: 12:45 pm
Time Batched: 12:16 pm
Temp.: Ambient: 97°F Mix: 100°F
Slump: 3.25 Inches
Air Content: 3.4%
Mix Code: 2125
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Truck/Ticket No: 1420 / 63083477
Quantity Represented. 3.5 cu. yds. at 3.5 cu. yds. placed of a 3.5 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C1727 C141 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. George S. Marshall. P.E.
Respectfully Submitted,
Alliance Geotechnical Group
,t
/ry A""
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.
nLUMICE
GEOTECHNIl OU
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: C14-0715 Date Sampled: 07/18/2014
Report Date: 07/29/2014 Previously Reported: 07/21/2014 Sampled By: Gatton, Tim
Project: Belt Line & MacArthur Brick Paver Replacement By Order Of: Denise/ Jim Bowmen
Location: Paving crosswalk at west side of Beltline and MacArthur Order Number: 1770
intersection, Sampled: 10' South of center median
Number of
Client: City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 167653
Material: Concrete Test Method: See Below
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
07/19/2014
Curing Method:
Standard
Time Sampled:
TEST RESULTS
Report No: 167653
12:46 pm
Temp.: Ambient:
80°F Mix: 88°F
Page 1 of 1
Maximum
Compressive
Average
Spec
Age Tested
Diameter
Area
Load
Cure Strength
Strength Tested
Nbr
(date : days)
(in)
(int)
(lbs)
Break Type Loc (PSI)
(PSI) By Comments
A
07/21/14: 3
6.00
28.27
97,020
Type 2 Lab 3,430
3,430
B
07/25/14: 7
6.00
28.27
110,355
Type 3 Lab 3,900
3,900
C
08/15/14:28
6.00
28.27
Lab
D
08/15/14:28
6.00
28.27
Lab
If 11 1
Type 1
Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
07/19/2014
Curing Method:
Standard
Time Sampled:
1:36 pm
Time Batched:
12:46 pm
Temp.: Ambient:
80°F Mix: 88°F
Slump: 4.0 Inches
Air Content: 4.5%
Mix Code: 1701
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Truck/Ticket No: 5028 / 63083342
Quantity Represented: 9 cu. yds. at 27 cu. yds. placed of a 90 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. George S. Marshall, 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.