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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: 02/22/2016
Project: Freeport Parkway North
Location: Ramp at intersection of Freeport Parkway and Sandy Lake,
Sidewalk at Freeport Parkway and 121 Service Rd., Sampled;
Northeast ramp at intersection of Freeport Parkway and Sandy
Lake
Client:
REPORT:
Material:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Concrete
Spec Age Tested
Nbr (date : days)
A 02/19/16:7
B 02/19/16:7
C 03/11/16:28
D 03/11/16:28
Date Sampled: 02/12/2016
Sampled By: Perez, Jose
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 203597
Test Method: See Below
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/13/2016
Curing Method: Standard
Time Sampled: 11:25 am
Time Batched: 10:23 am
Temp.: Ambient: 61°F Mix: 64°F
Slump: 4.25 Inches
Air Content: 3.7%
Mix Code: 1261
Transported By: LMC
Source/Sampled At: Truck I Center
Plant: 952
Truck/Ticket No: 5023 / 62992666
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): 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.
Onq: City of Coppell (Coppell, l X) Attn: Mr, Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
I I IIS REPORT APPI IFS ONI Y r0 IHE STANDARDS OR PROCEDURES INDICAI ED AND TO THE. SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HE QUALII IFS OF APPARPNTI Y IDENrICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED THESE REPORTS ARG FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
TEST RESULTS
pgpj 1`8qi:1 203597
Maximum
Compressive
Average
Diameter
Area Load
Cure Strength
Strength Tested
(in)
(int) (Ibs)
Break Type Loc (PSI)
(PSI) By Comments
6.00
28.27 73,380
Type 2 Lab 2,600
JR
600
28.27 75,755
Type 2 Lab 2,680
2,640 JR
6.00
28.27
Lab
600
2827
Lab
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/13/2016
Curing Method: Standard
Time Sampled: 11:25 am
Time Batched: 10:23 am
Temp.: Ambient: 61°F Mix: 64°F
Slump: 4.25 Inches
Air Content: 3.7%
Mix Code: 1261
Transported By: LMC
Source/Sampled At: Truck I Center
Plant: 952
Truck/Ticket No: 5023 / 62992666
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): 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.
Onq: City of Coppell (Coppell, l X) Attn: Mr, Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
I I IIS REPORT APPI IFS ONI Y r0 IHE STANDARDS OR PROCEDURES INDICAI ED AND TO THE. SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HE QUALII IFS OF APPARPNTI Y IDENrICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED THESE REPORTS ARG FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION