ST9905-LR070530
:----,..":"'"'----.' ECS Tex",. LlP
E 4950 K.... ~.lk; o;;pr. il1G' Roue!. Suite 480
AddJ9on. TX 75001
I (972) 392~3222
LLP (FAX) 392-<)102
CONCRETE, GROUT, AND MORTAR TESTS
LEITER Of TRANSMITTAL
'u"'.''';''';-'>.,E.:';?::'.Nl
'" "'J, .','~'"':""~;1f~
TO: City of Coppell
P.O. Box 9478
DATE: 05/30/2007
RE: Bethel Road ~ Coppell
Coppel1, TX 75019
A TIN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 00506\
LOCATION:
Bethel Road, Coppell, TX
We arc enclosing:
X l\ttached
Materials Engineering Division Concrete Reports:
x
X
For Your Use
x
As Requested
17
CC: TISEO Paving ~ Robert Caudill
r~~
~ --_..~-_.
. - ,
1........ '. - I,. L' ~f'
. -'7 1 ..~_{->Jj>t/\. 0"-\
~'.- - ,- _..- ---...-..-
Siddharth Neekhra
Project Engineer
By:
Daniel Franklin, P.E.
President /Principal Engineer
91[-= SOO/ZOO d 6lS-1
ZOlOZ6EZ16
-WOJ=
9E:Sl 100Z-0E-~e~
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell. TX
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 05/0::U2U07
Design Strength: 3600 psi
Report ~o.: 17
[CS ie' J$, LU'
4950 Kclb Sprlllg' Ro~d. SUlte48(J
.\jdt<.ol1 TX 75001
i ~)";'11 :;C;lJ~12
-"---.-.--.-.....' ....,
lw....&...oi.~..;.I:".,......._-,
~~:,'~'i
IFA'<:i 3Q2-(l102
Owner: City of Coppell _ Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: 6xl 0 box culyert floor, just north of 516 Bethel Rd.. west half.
Concrete Supplier: LMC
Mix Designatiol1: C] 70 ]
Added \\/ater:
Truck No: 7024
Mix Strength: 3600 psi
Time Added:
Ticket 1\0:
Batch Time:
Unit Wt.:
71 77928
01:00PM
FIELD TEST DATA: Tested by: Dwight W, Goldy
Temperature - Air: 750 F
Time SampJed:O 1:30PM
Concrete: 790 F
Slump:4.00 in.
Air Content:4.00 % (P)
1 Sample Test Test Type Diamctcr Area Breaking Compr. Brk Break Rev iew
No Date Age Cure In. In,2 Load,lbs Str.,psi Typ by by
l- 33956 05/09/2007 ,., Lab 6.00 28.27 96000 ! 3400 I 2 SN
I I I
33957 I OS/30/2007 28 I Lab 6.00 28.27 136640 I 4830 3 Si'
33958 I 05!30/2007 I 28 lab 6.00 28.27 133216 4710 4 Sl'
33959 06/27;2007 56 Lab 6.00 28.27
Sam IIn In accoroance with 'law ASTM c172. exce t that samples ma have been takentrom lfie be Innlo of the 1090 el\er a minimum dischar e of l'Pproximet!lly one cliNe a~d.
pg ,) P y 9 9 9 Y
Cylinder moldlr.g l'nd laboratory curing iaw ASTM C31. compressive strength lest lind break type law ASTM C39. Slump iaw C1.:lJ, air con<<lnt law ASTM C173 (Vl or C231 (P).
lllmperaMe jaw ASTM C 1054. ,>nd untt...,gight law ASTM Cn8. Cylinders are tes~ec LSing unbar-ded caps law ASTM C 1 231 or lire capped uSing sulphur
mortar law C617. Break Types are c1ass.fled as: Type 1.2,3,4,5. or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Jnsulated
Heated
Cooled Ice
X Caps Other
(~-_.-\ ,..
Final Review By: ~~~~.-
S1\
Print Date:
05/30.12007
9ll-~ SOO/€OO d 615-1
201026€2l6
-WOJ~
9€:Sl l002-0€-~e~
I ..... -. ."' ECS Texas LLP
l:cr- '
~ 4950 KCI.ler Springs Road,Suite 480
Addison, TX 75001
. Ll.IP (972} 392.3222
I ,".,-."~__':'" . .~.~ (FAX) 392.0102
~"""'C,?~~'l':
LETTER OF TRANSMITT AL
May 30.2007
IRE: Bethel Road - Coppell
ECS Job # 19~5061
City of Coppell
P.O Box 9478
Coppel!. TX 75019
Permits:
A TTN: Mr. Rick O'Dell
Location: Bethel Road
Coppcll, TX
We are enclosing:
-X- Materials Engineering Division Reports
~ F or your USe
..--X- As requested
CC: TISEO Paving - Robert Caudill
ENCL:
Field Report # 47
OS/29/2007
(d~~---...-
Daniel Franklin, P.E.
President /Principal Engineer
. ..'~ (: I l~' ('l
_ __'~'';1',,~.-p ~. 'IC-.' '\:;A~
Siddharth Neekhra
Project Engineer
911-~ 900/VOO d 619-1
ZOlOZ6EZ16
-WOJ~
9E:91 lOOZ-OE-fe"
I..:.i.......- ~~ ---:"ECS Texas. LLP
~SLL:
I. '.', "i-::.";;.. ........:J
~~1rW.:.l.;z.,,;;::,&;
4950 Keller Sprlng& Road, Sulllo 480
Addh,on, TX "6001
(972) 392-3222
(FAX) 392.0102
FIELD REPORT
Project
Bethel Road - Coppell
Coppell. TX
City of Coppell - Rick O'Dell
PrOject No
Report No.
Day &. Date
Weather
On-Site Time
Lab Time
Travel Time'
Total
Re Obs,Time
Location
Client
Remarks
19:5061
47
Tuesday 05/29/2007
77"1 Cloud)'
0.25
0.00
1.00
1.25
0.00
Trip Charges' 18.00
Chargeable Items
Mileage*
Time of Arrival Departure
02:30P 02:45P
Tolls/Parking'
~ Traveltime and mIleage will be billed In accordance with the cOnltacl .
Summary ofS9rvluQ Performed (fleld test data, locaGons, eloVcltlons & depths ~re estlmalllS) & Individuals Contacwd.
Concrete Cylinder Pick-up:
The undersigned arrived on site to retrieve concrete cylinders molded on a previous date.
The test cylinders were found to be undisturbed and were taken to ECS for curing and
compressive strength testing.
1 set of 4 cylinders was picked up on this date.
By Lury Reid, - Field Technician
J800
9ll-~ 500/500 d 6:5-1
201026€2l6
3a12f
-UJOJ~
9€:Sl L002-0€-^e~