ST9902-LR140115Consulting 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: 01/16/2014 Previously Reported: 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 1 of 2
Set: 1 of 2 Material: Concrete
Location: Manhole Top on West Sandy Lake at Station 6 +52
Number of Specimens: 4
EXE RM M FIKE 1�
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:
12/19/2013
Curing Method:
Standard
Maximum
1:30 pm
Time Batched:
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
129,255
Type 3
Lab
4,570
D
01/15/14: 28
6.00
28.27
133,620
Type 3
Lab
4,730
4,650
EXE RM M FIKE 1�
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:
12/19/2013
Curing Method:
Standard
Time Sampled:
1:30 pm
Time Batched:
12:34 pm
Temp.: Ambient:
70 °F Mix: 63 °F
CONFORMS
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 REPRESENTAN 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: 01/16/2014 Previously Reported: 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 1 Oft West of S
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 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 6.00 28.27 135,800 Type 3 Lab
4,800
D 01/15/14: 28 6.00 28.27 140,205 Type 3 Lab
4,960 4,880
HE Erg M F1_
111111
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 3 -5 Slump: 5.0 Inches
Transported By: LMC
Air Content: 3 -6 Air Content: 5.9%
Source /Sampled At: Truck / Center
Mix Code: 5507
Plant: 952
Date Received: 12/19/2013
Truck /Ticket No: 7009 / 62957566
Curing Method: Standard
Time Sampled: 2:30 pm
Time Batched: 1:29 pm
Temp.: Ambient: 70 °F Mix: 65 °F
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
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.