ST9905-LR071018
Oct-18-2007 17:27
From-
9723920102
T-047 P.002/003 F-306
It, r , - ECS Texas.LlP
49.50 Koller SprifliS Road. Suite 480
Acldison, 'IX 75001
(972) 392-3222
(FAX) 392-0102
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CONCRETE, GROUT, AND MORTAR TESTS
LEITER OF TRANSMlTrAL
Coppell, TX 75019
ATIN: Mr. Rick O'Dell
DATE: 10/18/2007
RE: Bethel Road. Coppell
PERMIT #:
TO: City ofCoppell
P.O. Box 9478
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
35
..1L For Your Use
X As Requested
cc: TISEO Paving - Robert Caudill
!2 /
J/~~
David A. Lewis, P.E.
Principal Engineer
~~
Siddharth Neekhra
Project Engineer
By:
Oct-18-2007 17:27
From-
9723920102
T-047 P.003/003 F-306
IS:
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ECS TlOOIS. LLP
4950 Keller SpriDgl; Road, Suite 480
Addil;on. TX 75001
(972) 392-3222
(JI....X) 392.{)102
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 09/06/2007
Design Strength: 4000 psi
Report No.: 35
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner; City of Coppell - Rick O'Dell Client:
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Top slab of the box culvert from the culven sta.0+90 to Sta. 1 +60.
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: LMC
Mix Designation: 1851
Added Water:
Truck No: 1049
Mix Strength: 4000 psi
Time Added:
Ticket No: 3236336
Batch Time: 09:26AM
Unit Wt.:
FIELD TEST DATA: Tested by:Yonas W. Tanga
Temperature ~ Air: 900 F
Time Sampled:lO:30AM
Concrete: 920 F
Slump:3.00 in.
Air Content:2.60 % (P)
Sample Test Test Type Dilllnele!' Area Breaking Campr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.tpsi Typ by by
35980 09/13/2007 7 Lab 6.00 28.27
35981 10/0412007 28 Lab 6.00 28.27 119200 4220 3 SN
35982 10/0412001 28 Lab 6.00 28.27 131712 4660 5 SN
35983 11/0112007 56 Lab 6.00 28.27
5~ In accaroanafWllll {IIW) ASTM C172. exoept that umptes IlIlIY have been taken tom lhe beginning of lIle IOIICI atter. mlnlroom lIlSCI\iiigi or approIImatII)' one Q.IIlic ~.
Cyindlr lTlCIIIjng and lilI~ curing law ASTM C31, coqnssive SIreI"4lIh leSt lIld bretlk type jaw ASTM 039, slump - C1~, air conlant law ASTM em M or C231 (PI,
telT1lntlre iIw ASTM C1004, and I,Inlt weight IIW ASTM C138. Cylinders are IllIled using unbonded caps law ASTM C1231 <<ate cap,*, uGing IiUlphur
mor\ar jaw C617. Break Typ~ are cIasIlfIed as: Type 1,2.3,4.6. or 6 iilW Ca9-04a
FIELD CURING CONDITIONS:
Curing Box Insulated
X No Curing Box Heated
Remarks: Top slab of the box culvert at the
culvert Sta.0+90 to Sta. 1 +60
Cooled
X Caps
Ice
Other
Final Revicw By; _-'2//1 L_____---
SN
Print Date:
10/1812007