ST0502A- LR160316RLLIfiIYCE
QEOTECHI'IICRL
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Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 4448889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812 Date Sampled: 02/12/2016
Report Date: 03/16/2016 Previously Reported: 02/22/2016 Sampled By: Perez, Jose
Project: Freeport Parkway North By Order Of: Walter
Location: Ramp at intersection of Freeport Parkway and Sandy Lake, Order Number: 1770
Sidewalk at Freeport Parkway and 121 Service Rd., Sampled;
Northeast ramp at intersection of Freeport Parkway and Sandy
Lake
Number of
Client: City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 203597
Material: Concrete Test Method: See Below
_T TEST RESULTS figpirl 1`4:1 203597
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
CONFORMS
Slump: 4.25 Inches Transported By: LMC
Air Content: 3.7% Source/Sampled At: Truck I Center
Mix Code: 1261 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.
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
02/19/16 :7
6.00
28.27 73,380
Type 2
Lab
2,600
JR
B
02/19/16 : 7
6.00
28.27 75,755
Type 2
Lab
2,680
2,640
JR
C
03/11/16 : 28
6.00
28.27 102,090
Type 1
Lab
3,610
JR
D
03/11/16: 28
6.00
28.27 110,040
Type 1
Lab
3,890
3,750
JR
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
CONFORMS
Slump: 4.25 Inches Transported By: LMC
Air Content: 3.7% Source/Sampled At: Truck I Center
Mix Code: 1261 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.
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.
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kCtEOTECFIIYICFIL
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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
Date Sampled: 02/15/2016
Report Date: 03/16/2016 Previously Reported: 02/23/2016
Sampled By:
Perez, Jose
Project:
Freeport Parkway North
By Order Of:
Walter
Location:
Retaining Wall Footings; Sampled Retaining Wall #3 Footings at
Order Number: 1770
Type 3
5ft North from South End
6.00
28.27
99,140
Type 3
Number of
6.00
28.27
City of Coppell
Specimens:
4
_Client:
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
203599
Material:
Concrete
Test Method:
See Below
TEST RESULTS
Report No:
203599
Page 1 of 1
Spec
Age Tested
Nbr
(date : days)
A
02/22/16:7
B
02/22/16:7
C
03/14/16:28
D
03/14/16:28
Maximum
Diameter
Area
Load
Strength
Cure
(in)
(int)
(Ibs)
Break Type
Loc
6.00
28.27
98,865
Type 3
Lab
6.00
28.27
99,140
Type 3
Lab
6.00
28.27
135,415
Type 1
Lab
6.00
28.27
138,435
'f"ype:1
Lab
Type 1 Type 2 Type 3
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/16/2016
Curing Method: Standard
Time Sampled: 1:05 pm
Time Batched: 12:19 pm
Temp.: Ambient: 71'F Mix: 67°F
Compressive
Average
Strength
Strength Tested
(PSI)
(PSI)
By Comments
3,500
JR
3,510
3,500
JR
4,790
JR
4 900
4 840
JR
Type 4 Type 5
CONFORMS
Slump: 4.0 Inches
Air Content: 3.6%
Mix Code: 1701
Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 952
Truck/Ticket No: 9131 / 62992761
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 24 cu. yd. total placement
Remarks:
Test Method (As Applicable): C1064 and C138e Compressive strength testmarks, concrete was ) pe ASTMed and tC39ed n Air Content was paccordance with er AS1143,
Unless noted in 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)TESTEDAND)OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR 170 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 REPRorwc ) WITHOUT WRITTEN PERMISSION.