ST9905-LR070531
Jun-28-Z007 IS:11
From-
9723920102
T-S05 P 003/003 F-381
c:~. ..c'.." EC5 T~3S. LLP
4950 Keller Sprm?~ RlJ'ld. Suite 480
Addison. TX 75001
Concrete Cylinders Strength Report
LP
'I ':".....1
(~n) 3')2.3222
(FAX) 392-01 02
Project : 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
05J31/2007
4000 psi
25
C-:"--"'-=l'~-mc~'/I
Owner:
Arch.:
Struc Eng.:
Bethel Road -- Coppell
Bethel Road: Coppell, 'IX
City of Coppell - Rick O'Dell
Client: City ofCoppell- Kenneth M, Griffin,
Gen. Contf.:
Conc. Contr.:
Project:
Location:
Placement Location: Wall top just east of Anchor Roofing Systems construction entrance. Sampled north half of
retaining wall leveling strip.
Concrete Supplier: LMC
Mix Designation: 1851
Added Water: 10 Gals.
Truck No: 7069
Mix Strength: 4000 psi
Time Added: 01:44PM
Ticket No: 3231528
Batch Time: 01 :08PM
Unit We
FIELD TEST DATA: Tested by: William Joseph Saraceni
Temperature - Air: 82" F
Time Sampled:01:55PM
Concrete: 820 F
Slump:4.75 in.
Air Content:2.60 ~'o (P)
Sample Test Test Type Dlameler Area Breaking Camp':- Brk Break Review
No Date Age Cure In. In.' Load,lbs Str.,psl Typ by by
34566 06/07 :2007 7 Lab 6.00 28.27 1332]6 4710 SN I
I 34567 06/28/2007 28 Lab 6.00 28,27 163904 ,5800 4 $1'\
I 34568 I 06/2 $!2 00 7 28 Lab 600 28.27 162112 5730 4 SN
I
34569 07:26:2007 56 Lab 6.00 28.27
Sam II~ In accordance With (law) A8TM C172. exce t that sampli:s may have been faken !rcm :he be innln 01 L~e lOad a'er a rrinl:T,um JlscM, il of approXlrnard 0:1" c~b:c ~rd
pg p 9 9 g Y y
Cylinder molding and laborator,.. curing ,aw "SiM e3l, COIYlpf~SSI..1l ~!reng!h test and break lYpe law ASTIv1 C39, slu:r.p law C143. M ccr',t~nt law AS,Iv1 C' 73 IV) or C231 :Pi.
temperature loW ASTM C 1 064, and unit weignt law A STM C 138 Cylinders are rested uSing unMnded cap~ law ASTM C 1231 or are cappM uSing sulpr..,r
ll10rtllr iaw C517 Brll~k Types are c1assmed as Type 1,2,3,4,5, or 6 16W C39-C4iJ
FIELD CURiNG CONDlTTQ"IS:
Curing Box
X No Curing Box
Rt:marks:
Insulated
Heated
Cooled
X Caps
Final Review By: _~!~~__
Ice
Other
51':
Print Date:
06/28/2007
~ay-3 -2007 16:09
From-
9723920102
T-521 P 002/004 F-180
CO:-JCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
LbiP
"_=C:--:.-~'''J
. =:'::'-:="IJ'~Q'~
TO: City ofCoppell
P.O, Box 9478
DATE: 05/3 1/2007
RE: Bethel Road - Coppell
Coppell, TX 75019
ATT:'J: .\1r. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Cappell, TX
We are enclosing:
X Attached
x
Materials Engineering Division Concrete Reports:
16,23
x
X
For Your Use
As Requested
cc: TiSEO Paving - Robert Caudill
o~~
Daniel Franklin, P.E.
President IPrincipal Engineer
( :' ~ I,
- - ,"', tl..(2 ~) " r,o)
.__~_~~;>__t_.-: "-.'.... <:":-~,.~~
By:
Siddharth Neekhra
Project Engineer
'~a~-31-2007 16:10
From-
9723920102
T-521 P 003/004 F-180
I"-'--~'
ECS Tc\ns. LLP
4950 Keller Sprmgs Ro~d. SUitt" 4S()
Addls,'n. TX 751)01
(972) 392.3222
(FAX) 392.(1 i (1:;
Concrete Cylinder's Strength Report
Project: 5061 Set Designation: A
Cast Date: 05/03/2007
Design Strength: 3600 psi
Report No.: J 6
IfIi
[~---.....,_.-
r,,:,""-:--n.i:L.;~oi~
Project:
Location:
Bethel Road - Coppel!
Bethel Road, Coppell, TX
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin~
Arch.: Gen. Contr.:
Stmc. Eng.: Cone. Contr.:
Placement Location: Retaining Wall Bethel Road east of freeport pkwy
Concrete Supplier: LMC
I\lix Designation: 1701
Added Water:
Truek No: 7003
Mix Strength: 3600 pSI
Time Added:
Ticket 1\0: 3230300
Batch Tjme: l2:26PM
Unit Wt.:
fJJ:,LD TEST DA T A: Tested by: William Joseph Saraceni
Temperature - Air: 71 <> F
Time Sampled:O 1 : 18P:yr
Concrete: 770 F
Slump:4.00 in.
Air Content:4.00 % (P)
r Sample Test I Test Type DHun~l~r Area Breaking Compr. Brk Break Review
I No Date Age Cure In. 1n.2 Load,lbs Str.,psi Typ by by
33943 05/10/2007 I 7 Lab 6.00 28.27 149632 5290 2 SN ;
33944 05/31/2007 28 Lab 6.00 2827 153920 5440 1 SN
33945 05'31/2007 28 ~ab 6,00 2827 166688 5900 ; S~
L 33946 06'28/2007 ! 56 Lab 6.00 2827
Sam lin in accordance with law ASiM C1 (2, BxCSP~ that sam !es me have bean taken from the be innln of the load after a minimum dlSch"r e of aD rQj(lmatel One cubic arc
pg () p y 9 Q 9 P y
Cylinder mOlding ~nd 'aboratory cunng iaw ASTM C31, compressMl strength te.t and break !ype law AS'rM C39. sl~mp law C143, ~Ir ;;onter.t law ASTM Cl73 ~V) or C231 (P).
ttmparature law ASTM C1064. ano U~it weight jaw ,Il.ST}/ e13S CylinderS are tested uSing unooMed caps law ASTM C1nl or are c"pped ~s,ng Sulphur
~I~ CS17. Bfaa~ TypeS are Cia-.sir:ed as: Type 1, 2. 3. 4. 5. or Slaw C39-04.
FI[LD CURING CONDITIO~S:
Curing Box
.x No Curing Box
Insulated
Heated
Cooled
X Caps
Ice
Other
Remarks:
. . 9~~/~~
fmal ReVIew By: ^"^."--- .... m_".V____.."
SN
Print Date:
05/3 J /2007
Mai-3'-2007 16:10
From-
9723920102
T-521 P 004/004 F-180
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'.....~,~.,..."" ~~,!..
ECS TexltS. LLP
4950 Kelle, Spnog. Rond, SUite "SO
^.jdi~()n. Tx 75001
(972) ~n.3222
(FAX) 392.0 I 02
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
OS/24/2007
4000 psi
23
OV.O(:I: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: Retaining \Vall
Client: City of Coppell - Keon~th M. GritTin,
Gen. Contr.:
Cone. Contr.:
Concrete Supplier: L~K
Mix Designation: 1851
Added Water:
Truck No: 1049
Mix Strength: 4000 psi
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
3231444
01:00PM
FIELD TEST DATA: Tested by: Larry 6randon Reid
Temperature - Air: 730 F
Time Sampled:02:35PM
Concrete: 810F
Slump:4.00 in
Air Content:3.00 % (P)
! Sample Test Test Type Dlalt1~[cr Area Breaking , Compr. Brk Break Review
i
1 No Date Age Cure In. 1n.1 Load,lbs Str.,psi Typ by by
I
I 34334 05!3 J!2007 7 Lab 400 12.56 I 55872 I 4450 3 SA
34335 06!2l/200 7 28 Lab 400 12.56 I i
34336 06/21/2007 28 Lab 400 12.56 I
L 34337 07!l9f2007 56 Lab 4.00 1256
SlInl;Jllrg in accorcllrce with'(law) ASTM C1n. except that s8mples rr~y h;'....l) been ta.<e.1 frorr. the beginning oftne 10M a1tflr a ml1imum discharge of apprOJ:i'T1ately onll cubic yard.
Cyllr.der mo!dlng and labOratory cu~ng iaw ASn.j C31, compressive strength test and break type law ASTM C:}9. Slul'np Jaw C'43, air content iaw ASTM C1 73 (V} or C231 (PI.
templlraW'8 iaw ASTM C 1064, ilnd uM weig hl .f1w ASTM C138 Cylinders are tested using unbonded caps ;ilw A5TM C 1231 or are capDed using sulphu~
meltar law C617. Break Types are classified as ~~~.? 3. 4 5,-~16Ial'; C39.C4a
FIELD CURING CO~DITIONS..;
Curing Box Insulated
X No Curing Box Heated
Remarks: 3xlO p&p box culvert at 0+25.
3rd ......allirom the north side of
Bethel Road moving south.
Cooled
X Caps
Ice
Other
Final Review By:
S:\J
Print Date:
05/3112007