Country Estates-LR 921016Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
®~
GENERAL REPORT
Protect
Number Sample Data Report Date
To
Aeport of
Identification
Method of Test
Results
ACTUAL REQUIRED
Location ~ PASSING ~ PASSING ~ PASSING ~ PASSING
1 3/4" Sieve - #4 Sieve 1 3/4" Sieve - #4 Sieve
Alley 'A' 100 68 100 60
Sta: 0+74
Alley 'A' 100 75 100 60
Sta: 3+25
City of Coppell/Larry Davis (1)
Nathan D. Maier/Mike Garrett (1)
Rebcan Contractors/Rich Burchette (1)
~~
Anne EngFnsers
Rohe Engineers
Geotechnical Consultants
Materials Testing
Ro~;gin®
Field Moisture/Density Test Report
Protect Purchase Order
Numher Sample Date Report Date
To
T OF
Received From Technician
E
Test
N +
LOCa
lOn Moisture Content (°/.) Density (pcf) Percent
o. t Fleld Optimum Proctor Field Density
10 ALLEY A, STA: 6+00 25.0 23.9 94.1 89.5 95.0
LIFT/DEPTH SUBGRADE '
MATERIAL BR SA SI CL W/LIME
11 ALLEY A, STA: 3+00 26.0 23.9 94.1 92.5 98.0
LIFT/DEPTH SUBGRADE
MATERIAL BR SA SI CL W/LIME
12 ALLEY A, STA: 0+50 27.0 23.9 94.1 91.3 97.0
LIFT/DEPTH SUBGRADE
MATERIAL BR SA SI CL W/LIME
13 ALLEY B, STA: 8+00 26.0 23.9 94.1 89.3 95.0
LIFT/DEPTH SUBGRADE
MATERIAL BR SA SI CL W/LIME
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/ or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRA CTORS/
RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAMS (1)
Rnna Cnninonrc
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
vanation in quality (composition, appearance, performance, etc.l or any other feature of similar subject matter provided by persona or conditions over which
we have no control. Our letters antl reports are for the exclusive use of tha clients to whom they are addressed.
Rone Engineers
Geotechnical Consuitanis
Materials Testing
RoneEngineers
~~
Field Moisture/Density Test Report
Project (Purchase Order
Numher Sample Date Report Date
To
CITY OF COPPELL
Received From Technician
TED NICHOLAS RONE
Test i.
LOCa
IOn Moisture Con
Fi tent (%)
t Density (pcf)
Fi
l
P
t Percent
D
No. I eld imum
Op roc
or
e
d ensity
14 ALLEY B, STA: 5+00 24.0 23.9 94.1 93.3 99.0
LIFT/DEPTH SUBGRADE
MATERIAL BR SA SI CL W/LIME `
15 ALLEY B, STA: 2+00 28.0 23.9 94.1 90.3 96.0
LIFT/DEPTH SUBGRADE
MATERIAL BR SA SI CL W/LIME
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/ or Distrihution
NATHAN D. MATER/MIKE GARRETT (1), REBCON CONTRACTORS/
RICH BURGHETTE (1), CITY OF COPPELL/LARRY DAVIS (1)
S t~l~
.r-~---
RIRAOIQ
LIMITATIONS: The test results presented herein were prepared based upon [he specific samples provided for testing. We assume no responsibility for
variation in quality (composition, aAPearance, performance, etc.) or an other feature of similar subject matter provided by persons or conditions over which
we have no control. Our letters and reports arc for the exclusive usa of tha clients to whom they are atldrcssed.
Rorie Engineers
Geotechnical Consultants
Materials Testing
Rone~ngineers
j
Concrete Cylinder Test Report
Project Purchase Order
BETHEL SCHOOL RD.
Number Date of t?bservation Report Date
D2-064A-O1-19470-A OCT. 6 199
o
CITY OF COPPELL
Location
ROADWAY ON SHOREWOOD DRIVE @ LOT 7
contractor
REBCON CONTRACTORS.
Supplier Plana Truck rcket
TXI 31 60 - 36910
Mix Number Mix Description
8274
Weather Conditions ~ bielti Temperature (°~ Concrete Temperature (°~
SUNNY ~~ 80 88
tme Sampled Water Added
4:05 PM 0.0 GALS
Physical Data -
ACTUAL ~ I SPECiF1CAT10NS
SLUMP (in.) 5
AIR ENTRAINMENT ($) 4.7
Concrete Cylinder Test(s)
ACTUAL f SPECiFiCAT10NS
Specimen Age + Tot Load Compressive Stn:ngth I Strength Required
No. (Days} Test Date I pbs.) ~) a
fff ~~~
' 1
61 4 10/10/92 84000 2970 4000
62 7 20/13/92 86000 3040
63 28 11/03/92
64 28. 11/03/92
65 HOLD HOLD
Curing Iv{etriod Test Method +Standard 6' x t2' Fsoineer/Technidan
ASTM C 3t ,ASTM C 39 (Area 28.27 sq. in. GEORGE BEALL CRONE )
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/
~ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1)
~~
~s e....r..ee..
1JMRAT1Caf~tS: Th• test result OresetMad Amain vme Pti'Oef~ ~~ uoon d+e so+efie sunolas oiwiaw for tsstleq. We tssume no rssponslOYlly for
variation m qualfly (COmpOlidOn, +oPearenee, peryonranes, stc.1 or any otTx Ieetuea of am~lar wb~et:c matter t~rwiOeC by pMw~+s a oo~toons wx v.hieh .. .
we nave no eon[roL Ow Mdrn an0 rGOORt are for tAe esdusne use of II» dlsna m venom tf+ey an aeareesed. - _ .