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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: 12/03/2013
Report Date: 12/31/2013 Previously Reported: 12/10/2013 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: 155192
Test Method: See Below
TEST RESULTS Report No: 155192
Page 1 of 3
Set: 1 of 3 Material: Concrete
Location: South Bicycle Rail, Pour #1
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
12/10/13:7
6.00
B
12/10/13:7
6.00
C
12/31/13:28
6.00
D
12/31/13:28
6.00
Number of Specimens: 4
BF79" HP M, 5- 111-111
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
Maximum
Curing Method:
Standard
Compressive
Average
Area
Load
Temp.: Ambient:
Cure
Strength
Strength Tested
(in 2)
(Ibs)
Break Type
Loc
(PSI)
(PSI) By Comments
28.27
115,900
Type 3
Lab
4,100
28.27
113,700
Type 3
Lab
4,020
4,060
28.27
138,545
Type 3
Lab
4,900
28.27
144,620
Type 3
Lab
5,110
5,010
BF79" HP M, 5- 111-111
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
12/04/2013
Curing Method:
Standard
Time Sampled:
1:30 pm
Time Batched:
12:34 pm
Temp.: Ambient:
70 °F Mix: 77 °F
CONFORMS
Slump: 4.0 Inches Transported By: LMC
Air Content: 5.7% Source /Sampled At: Truck / Center
Mix Code: 5507 Plant: 95
Truck /Ticket No: 1408 / 63076912
Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 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 perASTM 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.
ALLIMCE
GEOTECt-b'IICRL
OUP
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: 12/03/2013
Report Date: 12/31/2013 Previously Reported: 12/10/2013 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: 155192
Test Method: See Below
TEST RESULTS Report No: 155192
Page 2 of 3
Set: 2 of 3 Material: Concrete
Location: 1 Oft Storm Drain Curb Inlet at Lat G-4, Station 1 +70
Number of Specimens: 5
Specification
Strength: 3,000 psi @ 28 days
Slump: 4 max
Air Content: 3 -6
Date Received:
12/04/2013
Curing Method:
Maximum
Time Sampled:
Compressive
Average
Spec
Age Tested
Diameter
Area Load
Cure
Strength
Strength Tested
Nbr
(date : days)
(in)
(in Z) (Ibs) Break
Type
Loc
(PSI)
(PSI) By Comments
A
12/10/13: 7
4.00
12.57 34,150 Type 5
Lab
2,720
B
12/10/13 :7
4.00
12.57 34,910 Type 5
Lab
2,780
2,750
C
12/31/13: 28
4.00
12.57 48,760 Type 5
Lab
3,880
D
12/31/13: 28
4.00
12.57 52,265 Type 3
Lab
4,160
E
12/31/13: 28
4.00
12.57 50,890 Type 3
Lab
4,050
4,030
HE R P
[U
R
[
1 -1
Type 1 Type 2
Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 4 max
Air Content: 3 -6
Date Received:
12/04/2013
Curing Method:
Standard
Time Sampled:
2:45 pm
Time Batched:
1:45 pm
Temp.: Ambient:
73 °F Mix: 76 °F
CONFORMS
Slump: 4.5 Inches Transported By: LMC
Air Content: 4.4% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 95
Truck /Ticket No: 7025 / 63076921
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.
fILLIMICE
Ei
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: 12/03/2013
Report Date: 12/31/2013 Previously Reported: 12/10/2013
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: 155192
Test Method: See Below
TEST RESULTS
Report No: 155192
Page 3 of 3
Set: 3 of 3
Material: Concrete
Number of Specimens: 4
Location: 8ft x 4ft RCB Base at Storm Drain
Lat G -2, Station 1 +00
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 12/10/13: 7 6.00 28.27
108,725 Type 3
Lab
3,850
B 12/10/13: 7 6.00 28.27
118,025 Type 3
Lab
4,170
4,010
C 12/31/13: 28 6.00 28.27
139,890 Type 3
Lab
4,950
D 12/31/13: 28 6.00 28.27
138,880 Type 3
Lab
4,910
4,930
P Ed 0- ETI D
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received: 12/04/2013
Curing Method: Standard
Time Sampled: 4:30 pm
Time Batched: 3:55 pm
Temp.: Ambient: 73 °F Mix: 76 °F
CONFORMS
Slump: 4.0 Inches Transported By: Southern Star
Air Content: 5.2% Source /Sampled At: Truck / Center
Mix Code: 1083 Plant: 111
Truck /Ticket No: 3262 / 1332307
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
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.