ST9905-LR070604
1,;,,~f~-:~~7.=,:j~.' ECS TCX3~, LLr
~'. . 49.50 K. '. ::er S... i,J." lng, IZOnd, Suit~ '180
. A,:jdISO~, IX 75001
('9'7:':) ~~9:-32~2
" i.LiF (I'f\X) 3')2-0 1'12
CO:'\JCRETE, GROUT, A},iD MORTAR TESTS
LF1TFR OF TRANSM'TTT AI.
I:' .,"~_ :''';,.:..:'~.:-,,_L:..:..:.,..:.........~_. _.
L~.~'~:a:.Jt
TO: City of Cappel!
P,O, Box 9478
DATE: 06/04/2007
RE: Bethel Road - Coppell
CoppelL TX 75019
PERMIT #:
ATTN:
i\Ir. Rick O'Dell
JOB NO,: 005061
LOCATION:
Bethel Road, Cappell, IX
We are enclosing:
X Attached
x
I..,,1ateriaI5 Engineering Division Concrete Reports:
19
x
X
For Your Use
As Requested
CC: TISEO Paving - Robert Caudi1J
.9~~_
Daniel Franklin. P.E.
President IPrincipal Engineer
By:
Siddharth Neekhra
Project Engineer
06i-~
200 d 829-1
2010268216
_WOJ~
28:9l 1002-~o-unr
ECS Tex,\';. LLP
W:SO Keller Springs Ro&l S\lIt.480
AdC1IS0n.1X 750C'1
Concrete Cylinders Strength Repo.'t
Project: 5061 Set Designation: A
Cast Date: 05/07/2007
Design Strength: 4000 psi
Report No,: 19
~
c....:::!:..:..L,,,,. ",' ". ---,-,.-,
~"':e;::',:~.q,
19';'} 392-1222
("':"X) 3q~.OI02
Project:
Location:
Bethel Road - Coppell
Bethel Road, CoppelL TX
Owner: City ofCoppell - Rick O'Dell
Arch.:
Strut'. Eng.:
Client: City ofCoppell - Kenneth 1\1, Griffin.
Gen. Contr.:
Cone. Contr.:
Placement Location: Box culvert wing wall, sampled at bend.
Concrete Supplier: Southern Star
Mix Designation: 1851
Added Water:
Truek No; 947
Mix Strength: 4000 psi
Time Added;
Ticket No: 175390
Batch Time: 01 :OlPM
Unit Wt.:
FJELD TEST DATA: Tested by: Larry Brandon Reid
Temperature - Air: 840 F
Time Sampled:02: 15PM
Concrete: 760 F
Slump:5.50 in.
Air Conteot:4.00 % (P)
I I
Sample Test Test Tvpe Diameter Area Breaking Compr. Brk Break Review i
:..To Date Age Cure In. 111.1 Load,lbs Str.,psi Typ by bv
I D~
I
34035 0.<' 14!2007 "7 Lab 6.00 28.27 89472 3160 3
I
I 34036 06/04/2007 28 Lab 6.00 28.27 126528 4480 3 DLF I
34037 06'04/2007 28 Lab 6.00 28.27 125248 4430 3 DLF I
34038 07/02/2007 56 Lab 6,00 28.27 I
S~rl1 IIn in ac~ordance w!1h ',;IN ASTM C172. exc.~ ~ that samples may nave bee~ taken lrom the beg;nninq of Lie load after a :Tllnlmum dlscha e of approxlmatel 01e c\lblc ard
p g \ ) P . rg y y
Cylinder molding <Ind laboratory cunng iaw ASTM C31. compressive strGnglh test and break type iaw ASTM C39. sl~rrp law C143, air CMlent I;lW ASTM C173 (V) or Cn1 (P).
temperature iaw ASTM C1064. and un,( welg.'l! law ASTM C138. Cylinders are tested usi,g unbonded caps iaw ASTM C1 231 or are capped using sulphur
mortar i<lw C617. Break Types are classified a; T y~e 1, 2, 3. 4. 5, or 6 'aw C39.04a
FIELD CURING CO~DITIONS~
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
. . ')~~?
Fmal ReView By: ---,.. -v_ u_~.._~..
SN
Print Date:
06/04/2007
06l-~ BOO/EOO d B29-~
201026E216
-WOj~
2E:9[ l002-vo-unr
,.,
.2
.
c/ 0\
~
o
-i
~...::..::
(l U CC :--
Q., or' r--
c... ~ ~ ~<
o c' p
u 0
I-! ~< ...
'~~ g j
o. GJ
>.;;<: 00..
.t.-l E-1 () 0...
-.-I [-t . 0
C.J ..~ ~ ~~
061-~ 800/VOO d 82S-1
20l026E2l6
_WOJ~
.,( :.. ~y.'.;
. >
IX~ :
<;
"." ~.:
X X
./
.('. ,x
EE:SI l002-Po-unr
C." '. ..f~
E
ECS Texas, LLP
4950 h':l;Ilcr Spring~ Road. Suite 4811
Addl">n, TX 75001
(972) 392-3222
(FAX) 392-0J02
I_,.:.....,~~___.,...,'~'.J'"-....---:
~--._~.~j-:.""~:;:~:rt:j
LETTER OF TRANSMITT AL
June 4, 2007
RE: lkthel Road. Coppell
City ofCoppeli
P.O. Box 9478
Coppcll, TX 75019
A TTl'i: Mr. Rick O'Dell
ECS Job # 19:5061
Permits:
Location: Bethel Road
Coppell, TX
We are enclosing:
----L j'viaterials Engineering Division Rep0l1s
-L For your use
--.L As requested
cc: TISEO Paying - Robert Caudill
ENCL:
Field Report # 49
Field Report # 50
Field Report # 5 J
05/3l12007
06/01/2007
06/04/2007
'-0~~
"Daniel Franklin, p:E~'--'---
President /Principal Engineer
061-~ BOO/500 d BZ5-l
ZOlOZ6EZ16
Siddharth Neeknra
Project Engineer
_:JJOJ~
EE:51 100Z-,0-unr
~. . . .... .' ,'. ECS Texas. LLP
gs __:a;:. I 4960 Keller Springs Road. Sufta 480
.o.ddleon. T)( 71:001
Ii ijj rei! (912) 392-3222
. '., .~~~ (FAX}392.0102
C:::::::-,~~_.::J
FIELD REPORT
~~~r :Z:~;~
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time"
Total
Re Obs. Time
Project
Loc8tiOl"l
Client
Betbel Road - CoppeU
CoppeU, TX
City of CoppcH - Rkk
O'Dell
Remarks
Trip Charges*
Cr.argeable Items
Tolls/Perking.
19:5061
49
Thursday 05/3112007
820/ Sunny
1.75
0.00
1.00
2,75
0.00
Mileage"
Time of Arrival Departure
Ol:OOP 02:45P
18.00
~ Travel time l;l1ld mileage wil! be billet.! in accordance; with the contract.
Summary of Services PArlormed (fleld test data, locallons, elEl"iltlons & depths aro 9&tlmalBs) & Individuals Contacted.
Concrete Observation:
The undersigned arrived on site, as requested, to observe the placement of 20 cubic yards
of 4000 psi concrete for retaining wall leveling strip, cast of Anchor Roofing Systems
construction entrance.
Concrete observed On this date appeared to be placed in compliance with project
specifications with regard to temperature, slump and batch to placement time, unless noted
otherwise.
I set of 4 cylinders was cast for compressive strength testing in ECS' laboratory.
~
By William Saraceni, - Field Technician
06l-~ 800/900 d 82S-1
20l026E2L6
-
1800
e.~ 1 9 6
_WOJ~
EE:Sl L002-vO-unr
~,....==- ,:,j" ECS Texas. LLP
4950 KaUer SprlnQ$ Road, Sulie 480
AddI60r>. TX 7G001
(972) 392-3222
':!i..~' (FAX) 392-0102
FIELD REPORT
~_..J llJ8::.~)t~%
Project No
Report No
Day & Date
Weather
On-Site Time
Lab Time
Travel Time"
Total
~e Obs,Time
Project
Location
Client
Bethel Road - Coppcll
Coppelt, TX
CitJ of Coppell - Rick
O'Dell
Remarks
Trp Charges- 18.00
19:5061
50
Friday 06/0112007
920( Sunny
1.75
0.00
1.00
2.75
0.00
Mileage"
Time Of Arrival Departure
Ol:OOP 02:45P
Toils/Parking"
Crargeabie Jterns
· Travel tam: and mllcage will b<: billed in accord!U1ce with the contract
C summ:z of Services Performed (flllld met data, locatons, elevations & dllpths am 9stlmalBs) & IndlvldlJals Conractad. '1
Concrete Placement Observation:
The undersigned arrived on site, as requested, to observe the placement of 4 cubic yards of
4000 psi concrete for headwall 15'S of Bethel Road between Royal Lane and Freeport Pkwy.
Concrete observed on this date appeared to be placed in compliance with project
specifications with regard to temperature, slump, air content, and batch to placement time.
1 set of 4 lab cylinders (4000 psi) was cast for compressive strength testing in ECS'
laboratory .
,~
By Yaw Boaitey, - Field Technician
061-~ aOOILOO d 829-.
201026E2L6
1800
e g:2 1 ~
-lllOJ ~
EE:SI l002-vO-unr
f ECS Texas, LLP
4950 K6110r Springs Road, Sulf8 480
AddIR()rl, TX 7&001
(972) 392-3222
(FAX) 392-01!)2
t.C...-
FIELD REPORT
Project No
Report No.
Day & Date
Weather
On-Site Time
Lab Time
PrOject
Bethel Road ~ Coppell
Coppelt TX
City of Coppell - Rick O'Dell
locatJoo
CII,;mt
Traver Time'
Rem;:lrks
Trip Charges" 18.00
Chargeable Iter'!1S
Total
Re Obs. Time
19:5061
5]
Monday 06/04/2007
900; Cloudy
0.50
0.00
1.00
1.50
0.00
TOils/Parking-
Mileage"
Time of Arrival Departure
03:00P 03:30P
· Travel time il1ld mileage will be billed in accordance with th~ contract.
Summary ofServlc9s PBrformed (field >>st data, loea.ons, lllewtrons & depths :1.1'8 Ilstlmal9s) & Individuals Contacted.
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.
I set of 4 cylinders was picked up on this date.
By Yaw Boaitey, -- Field Technician
06l-j 800/800 d 929-1
201026€216
-
1800
'22,4
-UJOJj
v€:Sl 1002-vo-unr