ST0502B- LR150917ALLIfinCE
GGEOTECI-M'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: 1115 File No: C14-0912 Date Sampled: 09/11/2015
Report Date: 09/17/2015 Sampled By: Brogdon, Shea
Project: Freetown Rd. Phase III By Order Of: Thomas
Location: Freetown Rd Eastbound Sidewalk; sampled 5ft East and 25ft Order Number: 1115
South from NE Corner of Freetown Rd and Wander Way
Client: City of Grand Prairie
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 193008
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 193008
Page 1 of 1
Number of
Specimens: 4
Spec
Nbr
A
B
C
D
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Comments
HOLD (see remarks) -
Tyjpe 2 Type 3 Type 4 Type 5 Type 6
Slump: 5.0 Inches Transported By: Argos
Air Content: 3.3% Source/Sampled At: Truck / Center
Mix Code: 1681 Plant: 118
Date Received: 09/11/2015 Truck/Ticket No: 3008 / 01685712
Curing Method: Standard
Time Sampled: 11:05 am
Time Batched: 10:22 am
Temp.: Ambient: 82°F Mix: 88°F
Unit Weight: 148.2 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 30 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.
Ong: City of Grand Prairie (Grand Prairie, TX) Attn: Mr Lonnie Boatwright
(1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPOR r 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
Age Tested
Diameter
Area
Load
Cure
Strength
Strength Tested
(date : days)
(in)
(int)
(Ibs) Break Type
Loc
(PSI)
(PSI) By
09/18/15: 7
6.00
28.27
116,810 Type 3
Lab
4,130
4,130
10/09/15:28
6.00
28.27
Lab
10/09/15:28
6.00
28.27
Lab
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Comments
HOLD (see remarks) -
Tyjpe 2 Type 3 Type 4 Type 5 Type 6
Slump: 5.0 Inches Transported By: Argos
Air Content: 3.3% Source/Sampled At: Truck / Center
Mix Code: 1681 Plant: 118
Date Received: 09/11/2015 Truck/Ticket No: 3008 / 01685712
Curing Method: Standard
Time Sampled: 11:05 am
Time Batched: 10:22 am
Temp.: Ambient: 82°F Mix: 88°F
Unit Weight: 148.2 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 30 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.
Ong: City of Grand Prairie (Grand Prairie, TX) Attn: Mr Lonnie Boatwright
(1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPOR r 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.