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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: 11/08/2013
Report Date: 11/15/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Misc. Concrete
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 154254
Test Method: See Below
TEST RESULTS
Report No: 154254
Page 1 of 2
Set: 1 of 2 Material: Concrete
Number of Specimens: 5
Location: Inlet at northeast corner of Winding Hollow and West Sandy Lake Rd.
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 11/15/13: 7 4.00 12.57 41,565 Type 3 Lab 3,310
B 11/15/13: 7 4.00 12.57 42,120 Type 3 Lab 3,350
3,330
C 12/06/13:28 4.00 12.57 Lab
D 12/06/13:28 4.00 12.57 Lab
HE [9[_]� " F1_ 1111 F-1
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3 Slump: 2.5 Inches
Transported By: LMC
Air Content: 3 -6 Air Content: 5.5%
Source /Sampled At: Truck / Center
Mix Code: 1261
Plant: 952
Date Received: 11/09/2013
Truck /Ticket No: 1420 / 62956213
Curing Method: Standard
Time Sampled: 2:00 pm
Time Batched: 12:48 pm
Temp.: Ambient: 60 °F Mix: 64 °F
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 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, RE-
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.
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: 11/08/2013
Report Date: 11/15/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Misc. Concrete
Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST LAB NO: 154254
Test Method: See Below
TEST RESULTS Report No: 154254
Page 2 of 2
Set: 2 of 2 Material: Concrete
Number of Specimens: 4
Location: South side of bridge - rail base
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 11/15/13: 7 6.00 28.27 87,255 Type 3 Lab
3,090 3,090
B 12/06/13:28 6.00 28.27 Lab
C 12/06/13:28 6.00 28.27 Lab
D
HOLD (see remarks)
P-1- �'`~ PJ f l E
1-111 []
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5 Slump: 4.5 Inches Transported By: LMC
Air Content: 3 -6 Air Content: 5.2%
Source /Sampled At: Truck / Center
Mix Code: 5507
Plant: 952
Date Received: 11/09/2013
Truck /Ticket No: 3011 / 62956217
Curing Method: Standard
Time Sampled: 2:45 pm
Time Batched: 1:26 pm
Temp.: Ambient: 60 °F Mix: 64 °F
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 Geotechnnniical Group
w� ff
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.