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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: 03/23/2016
Report Date: 04/21/2016 Previously Reported: 04/01/2016
Sampled By: Avila, Eli
Project: Freeport Parkway North
By Order Of: Walter
Location: Freeport Parkway monumental footing
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 206338
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 206338
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load Cure Strength
(PSI)
Strength Tested
(PSI) By
Nbr (date : days) (in) (int) (Ibs) Break Type
Loc
Comments
A 03/30/16 : 7 6.00 28.27 84,820 Type 3
Lab 3,000
MM
B 03/30/16: 7 6.00 28.27 82,005 Type 3
Lab 2,900
2,950 MM
C 04/20/16: 28 6.00 28.27 123,340 Type 3
Lab 4,360
MM
D 04/20/16 : 28 6.00 28.27/ 126,055 1
4,460
Lab 4,460
4,4101 MM
IlType
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 0.5-2.5
Date Received: 03/24/2016
Curing Method: Standard
Time Sampled: 2:30 pm
Time Batched: 1:12 pm
Temp.: Ambient: 82°F Mix: 70°F
CONFORMS
Slump: 3.0 Inches Transported By: LMC
Air Content: 2.3% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Truck/Ticket No: 5023 / 62994243
Quantity Represented: 9 5 cu. yds. at 9 5 cu. yds, placed of a 9.5 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 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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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: 03/22/2016
Report Date: 04/20/2016 Previously Reported: 04/20/2016
Sampled By: Himel, Travis
Project: Freeport Parkway North
By Order Of: Walter
Location: Median at centerline of Freeport Parkway at Station 13+00 to
Order Number: 1770
16+00, Sampled; Station 13+15
Number of
Client: City of Coppell
Specimens: 5 _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 206163
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 206163
Field Number: 04212016
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure Strength
(lbs) Loc (PSI)
Strength Tested
(PSI) By Comments
Nbr (date : days) (in) (int) Break Type
A 03/29/16: 7 4.00 12.57 53,900 Type 3 Lab 4,290
MM
B 03/29/16 : 7 4.00 12.57 51,670 Type 3 Lab 4,110
4,200 MM
C 04/19/16: 28 4.00 12.57 69,830 Type 3 Lab 5,560
MM
D 04/19/16: 28 4.00 12.57 71,455 Type 3 Lab 5,690
MM
E 04/19/16: 28 4.00 12.57 70,595 Type 3 Lab 5,620
5,62_0 MM
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
CONFORMS
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.75 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.6% Source/Sampled At: Truck/ Center
Mix Code: 1261 Plant: 956
Date Received: 03/23/2016 TruckMcket No: 7060 / 63099616
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 11:06 am
Temp.: Ambient: 66°F Mix: 69°F
Unit Weight: 148.2 #/cu ft
Quantity Represented: 9,5 cu, yds. at 9.5 cu. yds. placed of a 19 cu, yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was C1064 and C138. Compressive strength test) testeded and n accordance with ASTM 1 143,
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, SEPT, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTEDANDWOR ORSERVEDANDARE 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 HEPRODUCED wITHOUT WRITTEN PERMISSION.