ST9905-LR071004 (2)
Oct-05-2007 07:43
F rcm-
9723920102
T-946 P.002/004 F-139
1'''''lf'''"'~tf~WlW'') f1'l ECS Texas. L1..P
E 49SO Kelll!r Springs Road. Suitc480
^<ldI$QIl. TX 1~OOt
(912) 392-3222
(FAX) 392-0102
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CONCRETE, GROUT, AND MORTAR TESTS
LEITER OF TRANSMITIAL
TO: City ofCoppell
P.O. Box 9478
DATE: 10/0412007
RE: Bethel Road - Coppell
Coppell,TX 75019
ATIN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION;
Bethel Road, Coppell, TX
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
35,39
.1L For Your Use
.lL. As Requested
cc: TISEO Paving - Robert Caudill
d/~~.
DlVid A. r.;ewis. P. .
Principal Engineer
W~~f1\
Siddharth Neekhra
Project Engineer
By:
O~t-05-2007 07:43
Frcm-
9723920102
T-94S P.003/004 F-139
ECS Tc:xu, LLP
4950 Keller Spri11S8 R.oIKI, Suite 480
Ad<lLion, TX 7.5001
(972) 192-1222
(PAX) 392-0' 02
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 09/06/2007
Design Strength; 4000 psi
Report No.: 35
gs:
I"',,~ I
Id~lIl1l1Ut1U1
Project: Bethel Road - Coppell
Location: Bethel Road, CoppeH, TX
Owner: City of Coppell - Rick O'Dell Client:
Arch.: Gen. Conrr.;
Struc. Eng.: Cone. Contr.:
Placement Location: Top slab of the box culvert from the culvert sta.0+90 to Su. 1+60.
City of CoppelI ~ 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
Sample Test Test Type DiametBr Area
No Date Age Cure In. In.2
35980 09/1312007 7 Lab 6.00 28.27
35981 10/04/2007 28 Lab 6.00 28.27
35982 10/0412007 28 Lab 6.00 28.27
35983 1110112007 56 Lab 6.00 28.27
IinO In acclCII'danCt wiII'l (iaw ASTM 17, except IIlaI ~ may hllve been liken I/le iIlg 0 the lOad liter I miniroom d 0 approximately one cubic
Cylinder mcIdiIg 8nd 1abcIl81D1y curing iaw ASTM C31, ~ SlI1I1lJIh _tancl b,. ~ iaw ASTM C39. sl~ iIw C143, air content iaw ASTM C173 (V) or C231 (P).
*"p8ra\aJl'lllaw ASTM 01064, aIlCI um\WtightiawASTM 013e. CylI1Ilers lre\esled usilgunboncled cap& law ASTPA C1231 crllre capped usIngauipnlt
mortar law 0617. SNak ~ are ~ as: Type 1,2,3,4,6, or G law C3ll-04a
FIELD CURING CONOmONS:
Curing Box Insulated
X No CUriDg Box Heated
Remarks: Top slab of the box culvert at the
culvert Sta.0+90 to Sta. 1 +60
Breaking
Load,lbs
Slump:3.00 in.
Air Content=2.60 % (P)
Brk Break Review
Typ by by
Time Sampled:lO:30AM
Concrete: 920 F
Compr.
SU.,psi
131712
4660
5
S'N
Cooled
X Caps
Ice
Other
Fina1_ BY:-~
SN
Print Date:
10/0412007
Oct-05-2007 07:43
From-
9723920102
T-946 P.004/004 F-139
IE' ECSTexllS,LLP
4950 Keller Sprillp Road. Suite 480
Addison, TX 7'001
(972) 392-3222
,,--_____... (FAX)392~102
~
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: Box culvert at Bethel Road and Freeport
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 09/2812007
Design Strength: 4000 psi
Report No.: 39
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: LMC
Mix Designation: 1851
Added Water:
Truck No: 944
Mix Strength: 4000 psi
Time Added:
Ticket No: 6313455
Batch Time: 0 1:46PM
Unit Wt.:
FIELD TEST DATA: Tested by:David L. Hunt
Temperature - Air: 920 F
Time Sampled:03:05PM
Concrete: 950 F
Slump;4.S0 in.
Air Content:3,20 % (V)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.Z Load,lbs Str.,psi Typ by by
36544 1 0/05/2007 7 Lab 4.00 12.56
36545 1 0/26/2007 28 Lab 4.00 12.56
36546 10/26/2007 28 Lab 4.00 12.56
36547 11/2312007 56 Lab 4.00 12.56
36548 10/0112007 3 field 4.00 12.56 41428 3300 3 SN
~Iing ill 8c/;l;II'IIsnI;. (iIw) ASTM C172. except that samples INY have 1l881'113k8rlm \he beginlling of the lOaO alii a mininum discharge 01 apprOlCinately 0Ile Gllbic yara.
Cylillder molding IIld laboratory curing iaw ASTM C31. coll1lresslve strengtlll8$t and breik we iaw ASTM C39. Sklmp iaw C 143. lir content law ASTM em M or C231 (PI,
tempel1llure ilW ASTM Cl064.lI1d unit weJghllaw ASTM C138. CyI1nd8l'$ are \e5ted using unbonded ClIpS law ASTM C1231 or are capped usl1lg SlIIphl,l'
mortar iaw CG17. Break Types are clsssmed as; Type 1. 2, 3.4. 5, or 6 law C3ll-Ma
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
SN
Print Date:
10/04/2007