ST9905-LR070912
From-
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CONCRETE, GROUT. AND fvfORT AR TESTS
LETTER Of TRANS:vnTTAL
DATE: 09/12/2007
RE: Bethel Road - Coppell
PERMIT #:
MI'. Rick O'Dell
005061
LOCA TIO~:
Bethel Road, Coppell, TX
sing:
ched
X For Your Use
, rials EnQineering Division Concrete Reports:
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X As Requested
Caudill
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Siddharth KeeIJua
Project Engineer
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Concrete Cylinders Strength Report
(97;;) 392.32::2
.. (fAX) 392.{;IJ;'
\ Bethel Road - CJppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Rt:port No.:
Set De~ignation: A
08/13/2007
3600 psi
30
Clit:nt: City ofCoppell- Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
tion: Slab on grade at the culvert from Sta. 00+78 to Sta. 0] ..:.14
plier: LMC
'on: 1701
10 Gals.
Truck 1\0: 7035
Mix Strength: 3600 psi
Time Added: 08:00A
-
Ticket 1\0: 7180871
Batch Time: 07:24AM
Unit Wt.:
ATA: Tested by'Yonas W. Tanga Time Sampled:08:lOAM SI11mp:5.00 in.
Tt:mperatllre ~ A.ir: 850 F Concrete: 900 FAir Content4.00 % (P)
Test Test ,'yp, "'M".' Area Breaking Compr. Btk Break I Review I
Date Agi.: Cure In. In. ~ Load,lbs Str.,psi Typ by I, by
-, Lab 6.00 2827 99160 3510 :; L:.J
:'8 Lab 6.00 28.27 124i04 44):) S:.J I
:;X Lab 6.00 119392 4220 ~ I SN
. I
10/08/2007 56 Lab ~ 6.00~_ __L_~__~ _1
wW, (law) ASTM C172. e~cept that 'io:TII,les may tlBve been taken rom t1G beGinning of the load aiLer <l nlll1irnl;rn d,sc;,arge or appr(il1niate.y Ol"~ CubiC Yord
oratory cunng law ';STM (:31 Gornpress.ve stren]tI1 (es! and break type ,aw ASPA Ca9, slump i3W C143. air Content loW Asn,1 C 1 i} I'j) or C231 IFi,
C1064. and unit weight law ;"STM C 1',3 Cylinders are 'asted using unbolded caps law ASTM C1231 Cor are capped llslnJ sulphur
Types are classified as TXpe ~.~,],.~: ~. or 6 :aw C39.04a ..___~~_
Jnsulated
Heated
Cooled
X Caps
Ice
Other
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Fmal ReVIew By: ---f,,<.t:.A-f'L_W.~L:~~~l,."\_: .
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Print Date:
09/12/2007
r~..s Texas, LLP
>i?50 Keller Springs Road. Suite 4S0
\ddlS0n, TX 75001
('iil) 392-3222
W-\X) 392-0102
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Materiais Engineering Division Reports
For yom use'
As reguested
I RE: Bethel Road _ CO;Pcl~u-----,----
I ECS Job # 19:5061
i Permits:
I Location: Bethel Road
Coppell, TX
CC: TISEO Pa\mg .. Robert Caudill
ENCL;
Field Rel'ot1 # 72
Field Report '# ;3
09/06/2007
09/04/2007
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DavidA. L(:\vis, P E
Principal Engineer
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T\/b'k R. Zortman, P.L
Pr:ncipal Engineer
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FIELD REPOR~
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PrOject Nc.
Report No
Day & Date
Weather
On-Site Time
Lab Time
Travel Time'
Total
Re Obs Time
Project
Bethel Road - Coppi>1I
Coppell. TX
City of Coppell - Rick O'Dell
Location
Client
~,
Remarks
Trio Charges.
Chargeable Items
18.00
To IIs!P a rki ng~
Mileage"
Time of Arnval
~ Tra\el rime and mileage will be billed in accordance with the contract.
19:5061
72
Thursday 0
900/ Sunny
2.00
0.00
1.00
3.00
0.00
09:30A 11:30A
i Summ:lry of Sorvlces Performed (f1ald mAt data, loea'ons. elevations & depth~ ara &StlmatDs) & Individuals Contacted. ...
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---Th;und~l'signed arrived on site, as requested, to observe placement of 10 cubic yards of 4oopi~
psi concrete for top slab of the box culvert from the culvert to ST A. 0+90 to 1 +60.
8y Yonas W. Tnnga
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20!026€2l6
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Tnp Charges.
Chargeable Items
18.00
Toils/Parking.
Mileage
Time of Arrival
04:30P
===;.......:..;"~~-:.::]' ECS Texas,,--LLP
4950 Keller Springs Road, Suite 480
Adtlh".n. TX 'T~001
(972) 392-3222
(FAX) 392-0102
FIELD REPOR
LLIJ$
Prc,:ect
Bethel Road - Coppcll
Coppell, TX
01',' of CoppcH- Rick O'Dell
PrOject No 19:5061
Report No 73
Day & Date Tuesday
Weati1er 950/ Sunny
On-Site Time 1.50
Lac' Time n.oo
Travel Time" 1.00
Total 2.50
Re Obs,Time 0.00
L~~Jr.s-:;,vf::,J?,
Localioo
C!ieilt
RemarKS
. Travel timc and mileage \\Ill be billed in accordance wIth the contract,
Summary Of Servlc9A Performod (fleld W5t deta, locationA. elevations & depths are estlmalDs) & Indlvldut1l.. Contac
I
Th,e undersigned arrived on site, as requested. to observe placement of 9 cubic yards of 3500 p
concrete for manhole structure. <"
Concrete observed on this date appeared to be placed in compliance with project specificatio'
with regard 10 temperature, slump, air content, and batch to placement time.
One set of four lab cylinders was cast for compressive strength testing in our laboratory.
By Yaw B. Boaitey,
Field Technician
OS8-~ .00/.00 d !81-1
20l026€216
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