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4950 Keller Spnng. Road, SUite 4~O
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CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRA NSMTTT A L
1-"'--==:J:',:';t'~\....;.2.;:
TO' City ofC)ppell
P.O Box 9478
DATE: OS/29;2007
RE: Bethe 1 Road - Coppell
Cappel!. TX 750]9
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCA nON:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
x
For Your Cse
x
Materials Engineering Division Concrete Reports:
15.24
x
As Requested
cc: TISEO Paving - Robert Caudill
'2~~_
Daniel Franklin, P.E.
President !Principal Engineer
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Siddharth ~eekhra
Project Engineer
By:
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Con crete Cylinders Strength Report
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Project: 5061
Cast Date:
Design Strength:
Rep0l1 No.:
Set Designation' A
04/30/200i
3600 psi
15
C:,_" ' .,
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(FA") ";1-01!)2
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell. TX
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffjn,
Gen. Contr.:
Cone. Contr.:
Placement Locati()n: grade be<lms bethel road, east of freeport parkway
Concrete Supplier- LMC
Mix Designation: 170 I
Added Water: 15 Gals.
Truck -r...ro: 1125
Mix Strength: 3600 psi
Time Added: 08: lOA
Ticket No:
Batch Time:
Unit Wt.:
7177896
07:26Ayf
FIELD TEST DA T A: Tested by: William Joseph Saraceni
Temperature - Air: 67" F
Time Sampled:09:07AM
Concrete: 75" F
Slump: 3. 75 in.
Air Content:l.30 % (P)
I -_._--
Sample Test Test Type Dwmeter Area Breaking Comp(. Brk Break Review
No Date Age Cure In. 1n.2 Load,lbs Str.,PSI Typ by by
, 0:;:07/2007 Lab 6.00 28.27 95872 3390 4 IS'!
33885 ,
I I
I 33S86 :1528.'2007 28 Cab 6.00 2827 134848 4770 'S'\
33887 05,.28;2007 28 Lab 6.00 28.27 129856 4590 S1\
33888 06:25i2007 56 Lab 6.00 28.27
Sam lin In s-~ord6-'C€ with law ASTM Cl72. except that sam les may Mve been take'l from the b nnin of the lood 8fler 8 minllTlum dlsci1arge of approximately cne clIb,c yard.
p 9 ( l p cg 9
Cylinder molding and laboratory curing law ASTM C3 L compressive stre1gtr test ano break type iaw ASTM C39, slur7Ip iaw C143. air content iaw ASTM Ci73 (V) or C231 (P)
ter1peralU~e iaw ASTM C1CS4, and unit weight iaw ASiM C 138. Cyl;nders ar~ !eSlec us'ns unbonded caps law ASTM C 1231 or are cl;lpped uSing sulphur
mo:br iaw C01? Break i,'pe~ are classified as: Type 1. 2. 3. 4. 5, or 6 iaw C39.04a
EIBLD CURING CONDITIONS:
Curing Box bsulated
X ~o Curing Box Heated
R\':marks: grade. beams [for retaining wall]
Cooled
X Caps
Ice
Other
Final Review B)': ~~~~..
81\
Print Date:
OS/29/2007
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Concrete Cylinders Strength Report
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Project; 5061
Cast Date:
Design Strength:
Report 1\0.:
Set Designation: A
OS/22.12007
4000 psi
24
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(FAX) 392-0 I 02
Project:
Location:
Belhel Road - Coppell
Bethel Road. Cappell, TX
Owner: City ofCoppell- Rick O'Dell
Arch.:
SLruc. Eng.:
Placement Locati:)n: Footings box culvert
Client City ofCoppell - Kenneth ;\1. Griffin.
Gen. Contr.'
Cone. ContI'.:
Concrete Supplier: LMC
Mix Designation: 185 I
Added Water:
Truck No: 966
\.1ix Strength: 4000 pSI
Time Added:
Ticket No:
Batch Time:
Unit Wi:
3231284
01 ;49PM
FIELD TEST DA TA: Tested b:v:Dwight W. Goldy
Temperature - Air: 870 F
Time Sampled;03:00PM
Concrete: 800 F
Slump:5.00 in.
Air Content:4.50 % (P)
[
I Test Test Tvpe D:amctcr Area Breaking Compr. Brk Break Renew I
Sample ,
No i Date Age Cure In. In.2 Load.lbs Str.,psi Typ by bv
-~-~-- - ---
34.342 ! 0"i29i2007 7 Lab 600 28.27 118464 4190 SN I
3434} I 0611 9'2007 28 Lab 6.00 28.27
34344 06.19:200i ~8 Lab 6.00 2827 I
_J
34345 0717/2007 56 Lab 6.00 2827
am lin I 11" JCC()l'(jan~1l \':'lh I,aw) ASTM C172 e~ceot tMI sam I{:S ma have been teken from the be Inn'n. of the load after a minimum dlscha e Of approximately one Cubic ara.
l
S p 9 , . p y 9 J rg
:~ylil'der mOld'ng an~ lao',)r3:00/ curl~gaw ASTM C31. compressive strengt'l tes: end break :ype law ASTM C39, slump ,aw C~~3 elr content law ASTM C173 (V) or C231 (P:,
temperature ,aw AS iM C1 054. ar..j un,t we,gllt law ASTM C 138 Cylinders are tested using unbcnded C<lpS iaw A$TM C 1231 or are capped using sulphur
mortar la\\' C517 Brlla~ Type~ S'!? Classified 8S, Type 1. 2. 3, 4,6.0: 61<11'1 C39-04a
fIELD CURING CONDITIONS:
Curing Box Insulated
X No Curing Box Heated
Remarks: 5xJ 0 box culvert sta.O-'-OO thru
sta 0.....25
Cooled
X Caps
Ice
Other
Final Review By:
Si\
Print Date:
OS/29/2007
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