Country Estates-LR 921022Rone Engineers
Geotechnicai Consultants
Materials Testing
RoneEngineers!,
®~
Concrete Cylinder Test Report
Purchase Order
Project
BETHEL SCHOOL RD.
Number '. Date of Observation Report Die
D2-064A-O1-19512
CITY OF COPPELL
Location
SHOREWOOD @ STA: 7+00
Contractor
REBCON CONTRACTORS
Supplier Plant Truck Ticket
TXI 31
Mix Number Mix Description
5273 ( 5.5 SACK
Weather Conditions ~ (Ambient Temperature (°~ IConaete Temperature (°E•~
CLEAR 60
fine Sampled Water Added '
8:10 AM 0 .0 GALS
Physical Dada
ACTUAL ~ I SPECIFICATIONS
SLUMP (in.) 4 1/2
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Specimen Age Tot Load Compressive Strength I Strength Required
No. (Days) Test Date ( pbs.) I (psi .- _ (ps)
i f ,
66 7 10/16/92 i
76500 2710
3600
67 28 11/06/92
68 28 11/06/92
69 HOLD HOLD ~
r~
``
~
r'~ ~ ,
"' ~
G ~. ~e/
7
~ Go
Curing Method Test Method Standard 6' x 12' Engineer/Technician
C 31 ASTM C 39
Area 28.27
sq. in.
RANDY WORTHEN
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/
RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1)
~ .._.._ ..y...
11MfrAT10NS' The test rewfb prporrtad Asraut were preo.red ~~ uooh Lhe saecifle samaln wovide0 far irstlnq, We uwme ra reaoonalbullY !Or
van.tlon m quallry (eomoosiCOn, aopearanee, peAarm.MR efea p en1' other fs.ture of srmd.r wbiect m.aer txenOed by person or eondltlohs avx which
rre h.ve n0 COrI[rOL oYf I.tters ah0 reports are for ate sir<'rsrve use of the cusnts t0 wholll Ney are aeNeaaaC.
Rone Engineers
Geotechnicai Consultants
Materials Testing
RoneEngine~ers~
Concrete Cylinder Test Report
Project Purchase Order
BETHEL SCHOOL RD.
Number Date of Observation Report Date i
D2-064A-O1-19512-A (
o
CITY OF COPPELL
t.ocabort
SHOREWOOD @ STA: 6+50
Contractor
REBCON CONTRACTORS
Supplier Piarrt Truck Ticket
31
Mix Number Mix Description
8273
Weather Conditions (Ambient Temperature (°F~ Concrete Temperature (°~
CLOUDY I 73
Eme Sampled Water Added
11:25 AM 0.0 GALS
Physicai Data
ACTUAL ~ ~ SPECIFICATIONS
SLUMP (in.) 6
Concrete Cylinder Test(s)
ACTUAL ~ SPECIFICATIONS
Compressive Strength
Specimen Age
Tot load Strength flequired
I
No. (Days) Test date (Ibs.) ~
~
(ps) (ps)
i i i i
70 7 10/16/92 89500 3170
3600
71 28 11/06/92
72 28 11/06/92
7 3 HOLD HOLD ~ ~~~
Curing Method Test Method Standard S x 12' Engineer/Teohnician
AsTM C 3t ASTM C 39 Area 2827 sq. in. ~ ~rjpy WORTHEN
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/
RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1)
~.-~ ~ ~ 7
UMITAiIONS: Tha tas[ rewtb oresamad Aerein v.ere preoaleO based upon the sOaCitIC samples OtwWaE h!r tastlnq. We aawma no reaoonalbtlltY for
venation m puNty tcomoosroon, aopeeranet, peAormanea. etaJ or ary oa+x twrwe of wm~yr wbiea manor aovwed by person° or ooneitlars ovx v.hich
rre nave no conga. Out seam are report era for tTe asC~stve tea 7Te dlana tO rmpm trey are aotlrwed.
R°r~e >=rglneers R o n e E n gi s e e r s
Geotechnical Consultants ~~
Materials Testing
Concrete Cylinder Test Report
Project Purchase Order
BETHEL SCHOOL RD.
Number Date of Observation _ Report Dane
D2-064A-O1-19512-B OCT. 9, 1992 OCT. 22, 1992
o '
CITY OF COPPELL
Location '
SHOREWOOD @ STA: 4+50
Contractor
REBCON CONTRACTORS .
31 ( 227
38447
Mix Number Mix Description
8273 .
Weather Conditions (Ambient Temperature (°~ Concrete Temperature (°~
CLEAR 78 75
tme Sampled Water Added
2:•15 PM 0.0 GALS
Physics( Data
ACTUAL
SLUMP (in.) 6 1/4
SPECIFICATIONS
Concrete Cylinder Tests} ~
ACTUAL SPECIFICATIONS
Specimen Age
Test Date Toi Load Compressive Streng~ Strength Required
No. (Days) (Its.) (ps) (ps)
74 d
7 1
10/16/92 1
93000 3290
3600
75 28 11/06/92
76 28 11/06/92
77 HOLD HOLD A .
~
~
~
(0
Curing Method Test Method Standard 8' x i2' Enoineer~echnician
ASTM C 3t ASTM C 39 Area 2827 sq. in. + RANDY WORTHEN .
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/
RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1)
UMRAT10N3: 7d+e test resider presented Herein vrere Pre'Par'~d ~~ uoon p+e soadfle samples Oroviee0 for leap W
r+q. a aswme no responslbWly ror
i vanapon m poaltry (COmpositlen, appearance. pertorn+enc0. eel rx arty otfrar teanm of ermilar wbject maser ponrSeC by pe+som a opnditlone over v.hiph
..s nave tro COnpoL Our (Otters asp report era for vte esdusrve use of pte tllen0 tp vrnom tray era apdrsssed, _
~ En sneers