St0502B- LR151120RLLIHnCE
GGEOTECNnICRL
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: 11/20/2015
Project: Freeport Parkway North
Location: Concrete -60 yards
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Date Sampled: 11/12/2015
Sampled By: Douglas, Joseph
By Order Of: Walter
Order Number: 1770
LAB NO: 197476
Test Method: See Below
Report No: 197476
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Purpose side drain multiple box culvert, Line A at Station 16+50 top, Sampled; East right lane at Station 11+87.10
Specification
Strength: 4,000 psi @ 28 days
Slump: 3-5 Slump: 3.5 Inches Transported By: LMC
Air Content: 3-6 Air Content: 5.5% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 11/13/2015 Truck/Ticket No: 6037 / 63096717
Curing Method: Standard
Time Sampled: 11:50 am
Time Batched: 11:00 am
Temp.: Ambient: 70°F Mix: 80°F
Unit Weight: 148.3 #/cu ft
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 114 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
I HIS REPORT APDL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I I IE OUALIT IES OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO FED T HESE 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
11/19/15: 7
6.00
28.27 101,760
Type 3 Lab
3,600
3,600 JR
B
12/10/15:28
6.00
28.27
Lab
C
12/10/15:28
6.00
28.27
Lab
D
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3-5 Slump: 3.5 Inches Transported By: LMC
Air Content: 3-6 Air Content: 5.5% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 11/13/2015 Truck/Ticket No: 6037 / 63096717
Curing Method: Standard
Time Sampled: 11:50 am
Time Batched: 11:00 am
Temp.: Ambient: 70°F Mix: 80°F
Unit Weight: 148.3 #/cu ft
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 114 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
I HIS REPORT APDL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I I IE OUALIT IES OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO FED T HESE REPORTS ARE FOR THE EXCLUSIVE= USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIfifICE
GGEOTECHnICRL
GR U
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8.889 Fax: (972) 444-8893
Acct ID:
1770
File No:
C15-0812
Date Sampled:
11/12/2015
Report Date:
11/20/2015
Sampled By:
Douglas, Joseph
Project:
Freeport Parkway North
By Order Of:
Walter
Location:
Concrete -60 yards
Order Number:
1770
Client:
City of C_oppell
REPORT:
REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO:
197476
Test Method:
See Below
TEST RESULTS
Report No:
197476
Page 2 of 2
Set: 2 of 2
Material:
Number of Specimens: 4
Location:
Maximum
Compressive
Average
Spec Age
Tested Diameter
Area Load
Cure Strength
Strength Tested
Nbr (date
: days) (in)
(in Z) (lbs)
Break Type Loc (PSI)
(PSI) By
Comments
A 11/19/15: 7 6.00
28.27 131,300
Type 3 Lab 4,640
4,640 JR
B 12/10/15:28
6.00
28.27
Lab
C 12/10/15:28 6.00
28.27
Lab
D
HOLD (see remarks)
Type 1 Type
2 Type 3 Type 4 Type 5
Type 6
Specification
Strength:
Slump: Slump: Transported By:
Air Content: Air Content: NA Source/Sampled At:
Mix Code: Plant:
Truck/Ticket No:
Curing Method:
Time Sampled:
Time Batched:
Temp.: Ambient: Mix
Quantity Represented:
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 CoppelI (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
1I IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
IHE OUAI IT IFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED I HEST REPORTS ARE FOR THE. EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION,