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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: 11/02/2013
Report Date: 11/04/2013 Sampled By: Whitney, Steve
Project: West Sandy Lake Road By Order Of:
Location: Westbound Sandy Lake Rd. bridge deck at Station 65 +50 to Order Number: 1770
67 +50
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 153916
Test Method: See Below
TEST RESULTS Report No: 153916
Page 1 of 2
Set: 1 of 2
Location: Station 67 +00
Material: Concrete
Number of Specimens: 6
Date Received: 11/03/2013 Truck /Ticket No: 1416 / 62956071
Curing Method: Standard
Time Sampled: 8:20 am
Time Batched: 7:17 am
Temp.: Ambient: 56 °F Mix: 73 °F
Unit Weight: 147.9 # /cu ft
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 90 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum Compressive
Average
Spec
Nbr
Age Tested
(date : days)
Diameter
(in)
Area
(in 2)
Load Cure
(Ibs) Break Type Loc
Strength
(PSI)
Strength Tested
(PSI) By Comments
A
11/06/13: 4
6.00
28.27
110,535 Type 3 Lab
3,910
B
11/06/13:4
6.00
28.27
110,605 Lab
3,910
3,910
C
11/09/13:7
6.00
28.27
Lab
D
11/09/13:7
6.00
28.27
Lab
E
11/30/13:28
6.00
28.27
Lab
F
11/30/13:28
6.00
28.27
Lab
Elr� Ad RP] N11'11� 1
lF
_ C.
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
Specification
Strength: 4,000
psi @ 28 days
Slump: 4 -5.5
Slump: 4.5 Inches
Transported By: LMC
Air Content: 3 -6
Air Content: 5.8%
Source /Sampled At: Truck / Center
Mix Code: 5507
Plant: 952
Date Received: 11/03/2013 Truck /Ticket No: 1416 / 62956071
Curing Method: Standard
Time Sampled: 8:20 am
Time Batched: 7:17 am
Temp.: Ambient: 56 °F Mix: 73 °F
Unit Weight: 147.9 # /cu ft
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 90 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
i qtr
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: 11/02/2013
Report Date: 11/04/2013 Sampled By: Whitney, Steve
Project: West Sandy Lake Road By Order Of:
Location: Westbound Sandy Lake Rd. bridge deck at Station 65 +50 to Order Number: 1770
67 +50
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 153916
Test Method: See Below
TEST RESULTS Report No: 153916
Page 2 of 2
Set: 2 of 2
Location: Station 65 +70
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
11/06/13:4
6.00
B
11/06/13:4
6.00
C
11/09/13:7
6.00
D
11/09/13:7
6.00
E
11/30/13:28
6.00
F
11/30/13:28
6.00
Material: Concrete
Maximum
Compressive
Area Load
Cure
Strength
(W) (Ibs) Break Type
Loc
(PSI)
28.27 88,145 Type 3
Lab
3,120
28.27 83,755 Type 3
Lab
2,960
28.27
28.27
28.27
28.27
<11/\1
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 4 -5.5
Air Content: 3 -6
Number of Specimens: 6
Average
Strength Tested
(PSI) By Comments
3,040
Lab
Lab
Lab
Lab
R M M R F] E 111
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 5.5 Inches Transported By: LMC
Air Content: 4.8% Source /Sampled At: Truck / Center
Mix Code: 5507 Plant: 952
Date Received: 11/03/2013 Truck /Ticket No: 5010 / 62956081
Curing Method: Standard
Time Sampled: 9:45 am
Time Batched: 8:56 am
Temp.: Ambient: 65'F Mix: 72'F
Unit Weight: 149.1 # /cu ft
Quantity Represented: 9 cu. yds. at 72 cu. yds. placed of a 90 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
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.
o)
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: 10/09/2013
Report Date: 11/07/2013 Previously Reported: 10/15/2013
2:45 pm
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
Temp.: Ambient:
82 °F Mix: 80 °F
By Order Of:
Location: Catch basin SD -D1 at Station 0 +42.45, Catch basin
SD -D4 at
Order Number: 1770
Station 4 +76.77
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 153018
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 153018
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter
Area Load
Cure Strength
Strength Tested
Nbr (date : days) (in)
(in 2) (lbs) Break Type
Loc (PSI)
(PSI) By Comments
A 10/16/13: 7 6.00
28.27 90,925 Type 3
Lab 3,220
B 10/16/13: 7 6.00
28.27 91,115 Type 3
Lab 3,220
3,220
C 11/06/13: 28 6.00
28.27 126,145 Type 4
Lab 4,460
D 11/06/13: 28 6.00
28.27 128,150 Type 3
Lab 4,,53101
4,5001
9E__ mll�
I
[J_
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3
Air Content: 3 -6
Date Received:
10/10/2013
Curing Method:
Standard
Time Sampled:
2:45 pm
Time Batched:
1:47 pm
Temp.: Ambient:
82 °F Mix: 80 °F
CONFORMS
Slump: 2.5 Inches Transported By: LMC
Air Content: 4.4% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 95
Truck /Ticket No: 7003 / 63076292
Quantity Represented: 3.5 cu. yds. at 3.5 cu. yds. placed of a 3.5 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
�f
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.