ST9905-LR070608
;~I"'OV~007 16:15
From-
9723920102
T-554 P 002
F-244
" ";"T,~",""".'""""",,_,,, res T~x-'!>, LLP
4950 Keller Spnngs Rond, SUite 48(]
Add,.on TX 15001
(472) .l92.3222
(fAX) 392.lJJ (I)
CONCRETE. GROLT, AND MORTAR TESTS
LETTER OF TIV\NSMJTT AL
:- . . ',','
~--J._~____-o..~
i.:....:.===:J.:~:::.'::;U,<!,
TO: City ofCoppell
P,O. Box 9478
DATE: 06/08/2007
RE: Bethel Road - Coppell
Cappell, TX 75019
PERMIT f1:
ATTN:
Mr, Rick O'Dell
JOB 1\0,: 00,06]
LOCA nON;
Bethel Road, Coppell. TX
We are enclosing:
X Attached
x
For Your Use
x
Materials Engineering Division Concrete Reports:
21 22 26
x
As Requested
CC: nSEO Paving - Robert Caudill
/----.",
__~/~~~Z_
Daniel Franklin, PE.
President /Principal Engineer
S;!',Ii?~ L~ J~Y .<~
Siddharth Neekhra
Pr~ject Engineer
By:
'un-08-1007 16:15
From-
9723920102
T-554 P 003/005 F-244
ECS Tcxaq. LLP
4950 Keller 5prll1gs RoaJ, Slnt~48()
AdJi)vn, TX 7500J
(97~) 39:.J~::~
W"X) 39Z.(lJ li2
Concrete Cylinders Strength Report
Pr,-,ject:
Lo~ation:
Bethel Road - Coppel!
Bethel Road, CoppelL. TX
Project: 506]
Cast Dale:
Design Srren!;'1h:
RepoJ11\To,;
Set Designation: A
05/11/2007
4000 psi
21
(hvller: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth 1\.'1 Griffin,
Arch: Gen, Contr.:
$truc, Eng,: Cone Contr,;
Placement Location: sampled ~ZL top box culvert 12'S of N\V comer
Concrete SupplIer: LMC
l\!ix Designation: 1851
Added Water:
Truck No: 7021
Mix Strength: 4000 psi
Time Added:
Ticket No:
Batch Time:
enit We.
7178102
01:00PM
FIELD TEST DATA: Tested by: Danny J. Mize
Temperature - Air: 780 F
Time Sampled:Ol :35P\;1
Concrete: 850 F
Slump: 5.50 in.
Air Content:4.30 ~'o (P)
l S~gle I b~\~ 'i~~ &f~ Di]~'" 'Y;~ ~~~':i:;gf ~i:':'tsi ~~~ Bb,;k R'b;""
I 34086 i 05/14f200i I 3 Lab 6.00 28,27 91264 3230 4 S1"
l;:~::1 ~;i~:i~~; ~: ~:: I ::~ ~:~; :~~~~: :H~. I ~ I ~~
Sal1ip~f'6-:~ accordance w:m (:awl AS"'.,~ C 1 f 2 ex';ep~ that samples rndy hiNe oee~ !~ken frcrn the beginning 01 Vle IOdd after a minimum discharge of Joproxlfl~~rely one ct:bic aId
Cylinder n1:lldlng and laMratary cur,nG ~av: AS"'.' C 31 compreswe strenglt1 test and break type iaw ASTM C39. slump law C 143, air content iaw ASTM C 173 (V) or C231 (P).
temp"ratlJre i3'~ .~STr,,., C1064, and "~It ",eight ,a.v ASH,' C136, Cylinders ~re tested using unbond8d caps law ASTM C1231 or are Capptld uSing sulpl:ur
mortar law C617. Break Types a'e classified as' Type 1,2,3,4.5, or 6 law C39-04a
fIELD CURING CONDfTIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
lee
Other
-~)
Final Review By: ~~~:~~, ,,_.
51'
Print Date:
06/08/2007
:~11-08.2007 16:;5
From-
9723920102
,-554 P 004/005 F-244
ECS Tex!:." f.LP
4950 Keller Springs Rood. SUI,e 4S0
Addison TX 75001
(972) 392-3222
(FAX) 392.1)] 02
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road. C oppell
Bethel Road, CoppelL TX
Project: 506 I
Cast Date:
Design Strength:
Report 1\0'
Set Designation: B
05/11/2007
4000 psi
J!
-...
IU.'
::' -- '.1
~~~:~\~~
Owner: City ofCoppelI - Rick O'Dell Client: City ofCoppell - Kenneth M. Griffin,
Arch.: G~n. Contr.:
Srruc Eng.: Cone. Contr.:
Placement Location: sampled :Tj! 56'S/21'E ofl\'J.' culvert top corner
Concrece Supplier: Li\K
Mix Designation: 1851
Added Water: 5 Gals.
Truck No: 6037
Mix Strength: 4000 psi
Time Added: 03:10PM
Ticket No: 6304688
Barch Time: 02:25PM
Unit WI:
FIELD TEST DATA: Tested by Danny J. MiLe
Temperarure - Air: 810 F
Time Sampled:03: 171'M
Concrete: 86" F
Slump:5.00 in.
Air Content:4.50 % (P)
~~I~~p;r Test -~--'-~estl Type T D'~moter Area Breaking Comp~. r Brk Break
~ No Date Age Cure I In. In.2 Load,lbs Str.,psl Typ' by
i 34090 05/14/2007 3 Lab 6.00 28.27 83680 2960 4 S1\'
I 34091 05 15/2007 1 4 Lab 600 2827 96896 3430 S1\
H092 , 06/08/2007 28, Lab 6.00 28.27 127552 4510 4 I S1\
I 34093! 06i08<~OO_~__ 28 j Lab 6.00 2827 127323 I 4500 ! 4. I I S\:
s-arT1P:~r;g",rl accoroan~e with (iaw) AST.\~ C172, excep~ mat sar!1p!es may have been 'aken from ~he beginning Of the lcaa after a miru!Tlurr: dIscharge of ap;JroximMely Dna cubic ya;"d
Cyilcder Inoldlng an~ labOratory curing law ASTM C31. compre:;,lve 5trer.gl1 lost and break :ype law ASiM C39, slJmp laIN C143. an content .aw ASH'I1 C 173 (V) or C231 (P).
lem;.eratl:re law ASTM Cleo':, and unl! welgnt ,aw ASTM C 138. Cylinders are lested uSing LnDonCled cap> 'aw ASTM C' 231 or are capp~d "Sing SlIlDhur
Jl~'lw I~\~ C517 Break TYPEiS ar~ ~1.55Ified as. Tj'p~~L3 4. b, or 6 law C39.04a
Review I
by i
1
FIELD CURING CONDITIONS:
Curing Box
X ~o Curing Box
Remarks:
Insulated
H~ated
Cooled
X Caps
Ice
Other
r- , ..,./ __ .~....-~
Final &view By _~-"~-=-:;?'~~
S~
Print Date:
06/08/2007
. ')I1-C8- 2007 16: 1 5
From-
9723920102
T-554 P 005/005 F-244
~""'-'"_..,\" ECS '[""",. LLP
._,"'....~--,.. ..',.... .. .
4950 K~ller Spn"gq Road Suitc4PO
;\ddl~('"on. IX 7.=:.ntll
Concrete Cylinders Strength Report
(Vi:'") 3';).>;:2':2
ProjecI : 5061
Cast Date:
Design Strength:
Report 1\0.:
Set Designation: A
06/0 i /2007
4000 psi
26
, . .
'-_.._-....~....
<==-.l\ X);9.:-() i (; =
~~'-.t:::1":"""
Proje.ct:
Location:
Bethd Road. Coppell
Bethel Road, Coppel!, TX
Owner: City of Coppell - Rick O'Dell
Arch,:
Stru,-~. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Placement Location: Headwall 15' S of Bethel road between Royal Ln and Freeport Pkwy.
Concrete Supplier: LMC
\1ix Designation: 1851
Added Water:
Truck No: 7025
Mix Strength: 4000 pSI
Time Added:
Ticket No: 7178669
Batch Time: 12:50PM
Unit \Vt..
FIELD TE;:ST DATA: Tested by: Yaw B. Boaitey
Temperature - .'\ir: 92e. F
Time Sampled:02: 10P\1
Concrete: 800 F
Slump:4.50 in.
Air Content:
l-s~i'ie~I b~~~ ~ X~i I Type DiameTer Area Breaking Compr. Brk Break Revie
Cure In. In.; Load,lbs Str.,psi Typ by by
I .'4:'70"1 -'C;6~8<;~~;-- ,-- 7 -
Lab 600 I 28.27 83488 29,,0 3 S]'\
I ,
34:71 I 06 ;;9'2007 : 28 Lab 600 28.27
I 3451'2 I 06'29/2007 28 Lab 6.00 28.27
I 34~73 07:27/2007 56 Lab 6.00 28.27
~
Sanpi!ng In accofda~ce Wlt~, (law) ASTM C 172, except ~~at sampllls may have been taken from the beginning of the !o~d after 3 minimum diSCharge of apprOXllllate:y one CU~IC yara
Cyilnder mOlding a~d lauoraw.-y curing ,aw ASTi'~ 01 compreSSive >tre~gth test a~d break type iaw AST"A C39 slump :aw C143. air content laW ASTM Cl73 (V\ or C231 (P),
Temperature law ASTM C10M. and Uelt vJe'gh~ law ASTrvl C138, Cylinders are tested using unbor,ded caps law ASTM C1231 or are capped u51~g slIphur
monar"w C617. BreaX Type; Jre classified as' Type 1. 2. 3, 4, 5.0' 6 jaw C3if-04a
...1
flELD CURING CONDITIONS:
Curing Bo~
X No Curing Box
Remarks: entire headwall
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Revie....v By:
S:"\I
Print Date.
06/08/2007