ST9902-LR131004f1LLlf�'10E
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C�iOl1P
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:
Standard
Date Sampled: 09/27/2013
Report Date: 10/04/2013 Previously Reported: 09/30/2013
Time Batched:
8:47 am
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Backwall at Abutment
#4; Also South Wing Wall at Abutment #4
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 152086
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 152086
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 09/30/13: 3 6.00
28.27 73,990 Type 2
Lab
2,620
2,620
B 10/04/13: 7 6.00
28.27 88,915 Type 3
Lab
3,140
C 10/04/13: 7 6.00
28.27 91,460 Type 3
Lab
3,230
3,190
D 10/25/13:28 6.00
28.27
Lab
E 10/25/13:28 6.00
28.277
Lab
�i _�. _ Its.,_.
~.
I..
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
09/28/2013
Curing Method:
Standard
Time Sampled:
9:45 am
Time Batched:
8:47 am
Temp.: Ambient:
82 °F Mix: 84 °F
Slump: 3.5 Inches
Air Content: 4.8%
Mix Code: 5409
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 952
Truck /Ticket No: 1407 / 62954585
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)
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.
r i�'• 'iu�,
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: 09/06/2013
Report Date: 10/04/2013 Previously Reported:
09/10/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Line F 9x9 Junction Box at Station 10 +94.36
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 151199 -1
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No:
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 09/13/13: 7 6.00 28.27 119,575
Type 3
Lab
4,230
B 09/13/13: 7 6.00 28.27 123,590
Type 3
Lab
4,370
4,300
C 10/04/13: 28 6.00 28.27 141,775
Type 3
Lab
5,010
D 10/04/13: 28 6.00 28.27 145,240
Type 3
Lab
5,140
5,080
F11<11,F] F[q
R"'611
R,
F111- 1�
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump:
Air Content:
Date Received: 09/07/2013
Curing Method: Standard
Time Sampled: 3:20 pm
Time Batched: 2:09 pm
Temp.: Ambient: 97 °F Mix: 88 °F
CONFORMS
Slump: 2.0 Inches Transported By: LMC
Air Content: 5.5% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 955
Truck /Ticket No: 8096 / 64349130
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 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.
RLLEngliCE
GeorEcrirncAL
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: 09/05/2013
Report Date: 10/04/2013 Previously Reported: 09/13/2013 Sampled By: Roberts, Duce
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: 151120 -1
Test Method: See Below
TEST RESULTS Report No: 151120 -1
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 6
Location: Second Truck, Abut #4 36in Pier #4H
Maximum Compressive Average
Spec
Age Tested
Diameter
Area
Load
9:45 am
Cure
Strength
Strength Tested
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
Loc
(PSI)
(PSI) By Comments
A
09/09/13: 4
6.00
28.27
102,950
Type 3
Lab
3,640
B
09/09/13: 4
6.00
28.27
102,905
Type 2
Lab
3,640
3,640
C
09/12/13: 7
6.00
28.27
117,990
Type 3
Lab
4,170
D
09/12/13: 7
6.00
28.27
116,665
Type 3
Lab
4,130
4,150
E
10/03/13: 28
6.00
28.27
159,395
Type 3
Lab
5,640
F
10/03/13: 28
6.00
28.27
158,865
Type 4
Lab
5,620
5,630
R I
l t
�._
— _..__i
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3.5 -7.5
Air Content:
Date Received:
09/06/2013
Curing Method:
Standard
Time Sampled:
9:45 am
Time Batched:
8:26 am
Temp.: Ambient:
85 °F Mix: 80 °F
CONFORMS
Slump: 7.0 Inches Transported By: LMC
Air Content: 1.2% Source /Sampled At: Truck / Center
Mix Code: 5506 Plant: 952
Truck /Ticket No: 7069 / 62953368
Quantity Represented: 7 cu. yds. at 15 cu. yds. placed of a 15 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.
4 riu.��ncE
GEOTECFiI`IICRL
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: 09/05/2013
Report Date: 10/04/2013 Previously Reported: 09/13/2013 Sampled By: Roberts, Duce
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: 151120 -1
Test Method: See Below
TEST RESULTS Report No: 151120 -1
Page 2 of 2
Set: 2 of 2 Material: Concrete
Location: First pour, Columns 2D, 2E and 2F
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
09/09/13:4
6.00
B
09/09/13:4
6.00
C
09/12/13:7
6.00
D
09/12/13:7
6.00
E
10/03/13:28
6.00
F
10/03/13:28
6.00
Number of Specimens: 6
Maximum
09/06/2013
Curing Method:
Compressive
Average
Area Load
Time Batched:
Cure
Strength
Strength Tested
(W) (lbs) Break
Type
Loc
(PSI)
(PSI) By Comments
28.27 83,065 Type 3
Lab
2,940
28.27 81,930 Type 3
Lab
2,900
2,920
28.27 92,880 Type 3
Lab
3,280
28.27 93,800 Type 3
Lab
3,320
3,300
28.27 127,495 Type 3
Lab
4,510
28.27 125,230 Type 4
Lab
4,430
4,470
t
F;]<
,
F__-]
[TI
17, 1
Type 1 Type 2
Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump:
Air Content:
Date Received:
09/06/2013
Curing Method:
Standard
Time Sampled:
1:45 pm
Time Batched:
12:22 pm
Temp.: Ambient:
95 °F Mix: 82 °F
CONFORMS
Slump: 7.0 Inches Transported By: LMC
Air Content: 4.5% Source /Sampled At: Truck / Center
Mix Code: 5409 Plant: 952
Truck /Ticket No: 1417 / 62953397
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 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.