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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: C13 -0634
Curing Method:
Date Sampled: 12/19/2013
Report Date: 12/26/2013
1:30 pm
Time Batched:
Sampled By: Hernandez, Caleb
Project: West Sandy Lake Road
72 °F Mix: 70 °F
By Order Of:
Location: Inlet Bottom on Telephone Rd; Sampled B.C. Inlet at Station
Order Number: 1770
109 +00
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 155596
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 155596
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter
Area Load Cure Strength
Strength Tested
Nbr (date : days) (in)
(in 2) (Ibs) Break Type
Loc (PSI)
(PSI) By Comments
A 12/26/13: 7 6.00
28.27 100,495 Type 5
Lab 3,550
B 12/26/13: 7 6.00
28.27 112,560 Type 3
Lab 3,980
3,770
C 01/16/14:28 6.00
28.27
Lab
D 01/16/14:28 6.00
28.27
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:
12/20/2013
Curing Method:
Standard
Time Sampled:
1:30 pm
Time Batched:
12:29 pm
Temp.: Ambient:
72 °F Mix: 70 °F
Slump: 3.25 Inches
Air Content: 5.7%
Mix Code: 1261
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 95
Truck /Ticket No: 5016 / 63077122
Quantity Represented: 6 cu. yds. at 6 cu. yds. placed of a 6 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
%R
Perry C. Kakara, 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: C13 -0634
Curing Method:
Date Sampled: 12/18/2013
Report Date: 12/26/2013
1:30 pm
Time Batched:
Sampled By: Hernandez, Caleb
Project: West Sandy Lake Road
70 °F Mix: 63 °F
By Order Of:
Location: Various Locations
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 155594
Test Method: See Below
TEST RESULTS
Report No: 155594
Page 1 of 2
Set: 1 of 2
Material: Concrete
Number of Specimens: 4
Location: Manhole Top on West Sandy Lake at Station 6 +52
Maximum
Compressive
Average
Spec Age Tested Diameter Area
Load Cure
Strength
Strength Tested
Nbr (date : days) (in) (in 2)
(Ibs) Break Type Loc
(PSI)
(PSI) By Comments
A 12/25/13: 7 6.00 28.27
100,370 Type 3 Lab
3,550
B 12/25/13: 7 6.00 28.27
113,650 Type 5 Lab
4,020
3,780
C 01/15/14:28 6.00 28.27
D 01/15/14:28 6.00 28.27 H
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
12/19/2013
Curing Method:
Standard
Time Sampled:
1:30 pm
Time Batched:
12:34 pm
Temp.: Ambient:
70 °F Mix: 63 °F
Lab
Lab
R _L1 11 D
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 4.0 Inches Transported By: LMC
Air Content: 7.5% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 95
Truck /Ticket No: 5007 / 96077086
Quantity Represented: 7.5 cu. yds. at 7.5 cu. yds. placed of a 7.5 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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 CLIENTAND 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: C13 -0634
Date Sampled: 12/18/2013
Report Date: 12/26/2013
Sampled By: Hernandez, Caleb
Project: West Sandy Lake Road
By Order Of:
Location: Various Locations
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 155594
Test Method: See Below
TEST RESULTS
Report No: 155594
Page 2 of 2
Set: 2 of 2
Material: Concrete
Number of Specimens: 4
Location: Railing on South Side of Bridge, 20ft West of Station 65 +60 and 20ft East of Station 67 +60; Sampled Railing at 10ft West of S
Maximum Compressive
Average
Spec Age Tested Diameter Area
Load Cure Strength
Strength Tested
Nbr (date : days) (in) (in 2)
(Ibs) Break Type Loc (PSI)
(PSI) By Comments
A 12/25/13: 7 6.00 28.27
99,300 Type 3 Lab 3,510
B 12/25/13: 7 6.00 28.27
92,850 Type 5 Lab 3,280
3,400
C 01/15/14:28
D 01/15/14:28
6.00 28.27
6.00 28.27 A`
H<
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received: 12/19/2013
Curing Method: Standard
Time Sampled: 2:30 pm
Time Batched: 1:29 pm
Temp.: Ambient: 70 °F Mix: 65 °F
Lab
Lab
_]:_IP 9 El E] C111
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 5.0 Inches Transported By: LMC
Air Content: 5.9% Source /Sampled At: Truck / Center
Mix Code: 5507 Plant: 952
Truck /Ticket No: 7009 / 62957566
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 8 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
r,
Perry C. Kakara, 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.