ST9902-LR131130Consulting 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: 12/02/2013 Previously Reported: 11/11/2013 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)
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 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)
(in 2) (Ibs)
Break Type
Loc
(PSI)
(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
28.27 125,245
Type 3
Lab
4,430
D
11/09/13: 7
6.00
28.27 124,955
Type 3
Lab
4,420
4,420
E
11/30/13: 28
6.00
28.27 173,250
Type 3
Lab
6,130
F
11/30/13: 28
6.00
28.27 174,320
Type 3
Lab
6,170
6,150
FI-71 I
P M
' —1 —
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
CONFORMS
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)
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
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T�ICFIL
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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: 12/02/2013 Previously Reported: 11/11/2013
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 Material: Concrete
Number of Specimens: 6
Location: Station 65 +70
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 11/06/13: 4 6.00 28.27 88,145 Type 3 Lab
3,120
B 11/06/13: 4 6.00 28.27 83,755 Type 3 Lab
2,960 3,040
C 11/09/13: 7 6.00 28.27 105,910 Type 3 Lab
3,750
D 11/09/13: 7 6.00 28.27 112,070 Type 3 Lab
3,960 3,850
E 11/30/13: 28 6.00 28.27 143,715 Type 4 Lab
5,080
F 11/30/13: 28 6.00 28.27_141,830 Type 3 Lab
5,050
H
RM 1U R
II145,020
T] D
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 4 -5.5 Slump: 5.5 Inches
Transported By: LMC
Air Content: 3 -6 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)
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.
ALLIfiItiCE
G GEOTECHflICHL
C�tOUP
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: 11/01/2013
Report Date: 12/02/2013 Previously Reported: 11/07/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Storm Drain SD -D1
at Station 4 +64.27 at Southwest Corner
Order Number: 1770
Winding Hollow
Number of
Client: City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 153918
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 153918
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 11/08/13: 7 4.00
12.57 43,795 Type 3
Lab
3,490
B 11/08/13: 7 4.00
12.57 45,260 Type 3
Lab
3,600
3,540
C 11/29/13: 28 4.00
12.57 55,320 Type 3
Lab
4,400
D 11/29/13: 28 4.00
12.57 56,530 Type 3
Lab
4,500
E 11/29/13: 28 4.00
12.57 64,045 Type 3
Lab
5,100
4,670
RF", RR 1U
1-1,
FIF] 1-]
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: 11/02/2013
Curing Method: Standard
Time Sampled: 3:00 pm
Time Batched: 2:00 pm
Temp.: Ambient: 84 °F Mix: 82 °F
CONFORMS
Slump: 2.5 Inches Transported By: LMC
Air Content: 4.2% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Truck /Ticket No: 1416 / 62956057
Quantity Represented: 4 cu. yds. at 4 cu. yds. placed of a 4 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.
fillil�'ICE
C'EC7TEGf-q'IICflL
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: C13 -0634
Date Sampled: 11/21/2013
Report Date: 12/02/2013 Previously Reported: 11/22/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Approach West Side of Bridge; Sampled Southeast Corner of
Order Number: 1770
Approach, West Side of Bridge
Number of
Client: City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 154750
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 154750
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 11/25/13: 4 6.00 28.27 103,075 Type 3 Lab 3,650
3,650
B 11/28/13: 7 6.00 28.27 114,955 Type 3 Lab 4,070
4,070
C 12/19/13:28 6.00 28.27 Lab
D 12/19/13:28 6.00 28.27 Lab
E
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: 4.0 Inches
Transported By: LMC
Air Content: 3 -6 Air Content: 3.2%
Source /Sampled At: Truck / Center
Mix Code: 5507
Plant: 95
Date Received: 11/22/2013
Truck /Ticket No: 7003 / 154445
Curing Method: Standard
Time Sampled: 1:45 pm
Time Batched: 12:39 pm
Temp.: Ambient: 73 °F Mix: 81 °F
Quantity Represented: 9 cu. yds. at 18 cu. yds. placed of a 36 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.