Riverchase(3)-LR 930826lln-Plo¢8
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Rone Engineers
Geotechnical Consultants
Materials Testing
ineers
GENERAL REPORT
Project
FAIRWAYS OF RIVERCHASE
Number Sample Date Report Date
D3456A 23882 8-11-93 8-26-93
To
RIVERCHASE LIMITED
Report o!
EADES - GRIM / LIME SERIES
Identification
Method of Test
PH METHOD
Results
On the above referenced date, Jason Brimingham representing Rone
Engineers, Inc. arrived on site at the above referenced project to
pick up a Lime Series sample for laboratory testing.
The recommended percent lime is as follows = 6.0
As per the Eades - Grim method.
Nathan D. Maier/Mike Garrett (1)
city of Coppell/Larry Davis (1)
Rone Engineer~
Geotechnica[ Consultants
Materials Testing
Concrete Cylinder Test Report
Proiec~
FAIRWAYS OF RIVERCHASE
D3-456A-01-23598
To
RIVERCHASE ESTATES LTD.
MANHOLE #2
REDI-MIX ~25
Mix Numoer I M~x DeSCnot~on
Am~ Temp~ra;ure (°~
99
C_T,F~AR
' 2:.50 PM 0.0 GALS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.)
;oncrete Cyiinder Test(s)
ACTUAL SPECIFICATIONS
SPeC~mert Age I i Tot Loac~ i Compressive Slreng~ Str~ng~'t Recruited
No. (Days) T~ Date ¢~.) ~8 (~
3000
7 08/03/93 98619 3490
28 08/24/93 141500 5010
28 08/24/93 155000 5480
HOLD HOLD
RANDY WORTHEN
:lemarks and/or O~ln~u~on
NATHAN D. MAIER/MIKE GARRETT (1) ,
CORREL:r~u REQUIRED P.S.I.
CITY OF COPPE~/I~IRRY DAVIS (1)
Rone Engineers
Geot echnJo"al Consultants
Matenats Testing
RoneEnaineers
Concrete Cylinder Test Report
~roie~.~ Purchase (koer L
FAIRWAYS OF RIVERC-~A,qE '
D3-456A-01-23755
RIVERCHASE ESTATES LTD.
Physical Data
ACTUAL SPECIFICATIONS
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
SPe~m~n I ,&gel Tot Load I Compressive Sl~,~mgln St~ngt~t Required
No. (Days) Te~t Date Cbs.) (ps~)
3000
9 7 08/02/93 89000 3150
10 28 08/23/93 130000 4600
11 28 08/23/93 128500 4550
;unng
CONTRACTOR
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
* All information is as supplied by cylinder fabricator.
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
>roiect P urcb-'~se Order
FAIRWAYS OF RIVERCHASE
~umber Sample Date Report Date
D3456A-01-23882 AUGUST 11, 1993 AUGUST 26, 1993
¥o
RIVERCHASE ESTATES LTD.
Technician
~ecewed From JASON BRIMINGHAM
Test
Moisture C~nter, t (%) Density i( pcfJ Percent
Location ~e,d Optimum Proctor Field Density
NO
I
138 8" SANITkRY SEWER LINE/~?'16.5 17.0
111.4
109.0
98.0
E/STA: 1+00 RETEST OF [#97/
ON REPORT ~23782
LIFT/DEPTH 3~ BELOW FNL
MATERIAL GRAY AND BROWN TO*
139 8" SANITARY SEWER LINE.~c~7.0 17.0 111.4 107.7 97.0
E/STA: 3+50 RETEST OF ~99 t
ON REPORT 23782 L/
LIFT/DEPTH 2' BELOW FN~
MATERIAL GRAY AND BROWN TO*
140 8" SANITARY SEWER 18.0 17.0 111.4 108.7 98.0
LOT 17 BLOCK A
LIFT/DEPTH 3' BELOW FNL
MATERIAL GRAY AND BROWN TO*
141 8" SANITARY SEWER 15.5 17.0 111.4 109.0 98.0
LOT 3 BLOCK A
LIFT/DEPTH 1' BELOW FNL
MATERIAL GRAY AND BROWN TO*
TestMe~od
ASTM D 698 D 2922 D 3017
Material
Rerrb3rks and/or Distrlt3~fiOn
NATHAN D. M_AIER/MIKE GARRETT (1),
*DARK BROWN SANDY CLAY W/GRAVEL
CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers RoneEn( ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~roiect Purchase Order
FAIRWAYS OF RIVERCHASE
~4umber Sample Date Report Date
D3456A-01-23882 AUGUST 11, 1993 AUGUST 26, 1993
re
RIVERCHASE ESTATES LTD.
qeceived From Technician
JASON BRIMINGHAM
No. Moisture CTntent (%) Densityl(pcf) Percent
Test Location Pleld OptimumProctorFieldDensity
142 8" SANITARY SEWER 18.0 17.0 111.4 108.7 98.0
LOT 7 BLOCK B
LIFT/DEPTH FINAL
MATERIAL GRAY AND BROWN TO*
143 8" SANITARY SEWER 19.0 17.0 111.4 105.7 95.0
LOT 77 BLOCK A
LIFT/DEPTH 1' BELOW FNL
MATERIAL GRAY AND BROWN TO*
144 8" SANITARY SEWER 17.5 17.0 111.4 107.7 97.0
LOT 63 BLOCK A
LIFT/DEPTH 2' BELOW FNL
MATERIAL GRAY AND BROWN TO*
rest Method Material
ASTM D 698 D 2922 D 3017
qemarks and/or Bistdb~tion
NATHAN D. MAIER/MIKE GARRETT (1) , CITY OF COPPELL/LARRY DAVIS (1)
*DARK BROWN SANDY CLAY W/GRAVEL
Rone Engineers
Rone Engineers RoneEn ineers'
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect Purchaee Order
FAIRWAYS OF RIVERCHASE
Number ISample Date Report Date
D3456A-01-24142 ~ AUGUST 24, 1993 AUGUST 26, 1993
RIVERCHASE ESTATES LTD.
Received F rom Technicbn
TED NICHOLAS (RONE)
NO. Moisture Cintent (%) Density i(pcf) Percent
Test Location ¢ield Optimum Proctor Field Density
145 30" STORM SEWER LINE A 21.0 17.0 111.4 107.0 96.0
STA: 6+00
LIFT/DEPTH 2' BELOW
MATERIAL GR & BR TO DK BR SA*
146 30" STORM SEWER LINE A 19.0 17.0 111.4 106.8 96.0
STA: 6+00
LIFT/DEPTH 4' BELOW
MATERIAL GR & BR TO DK BR SA*
147 18" STORM SEWER LINE A 18.0 12.8 120.2 114.0 95.0
STA: 8+00
LIFT/DEPTH 1' BELOW
MATERIAL TNNSH BR SA CL W/**
148 18" STORM SEWER LINE A 17.0 12.8 120.2 116.8 97.0
STA: 8+00
LIFT/DEPTH 2' BELOW
MATERIAL TNNSH BR SA CL W/**
Test Method Material
ASTM D 698 D 2922 D 3017
:~emarks and/or Distrit~tio~
NATHAN D. MAIER/MIKE GARRETT
*CL W±'l~ SMALL GRAVEL
(1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Rone Engineers RoneE n( ineer s
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Proieot Purchase Order
FAIRWAYS OF RIVERCHASE
Number I Sample Date Report Date
D3456A-01-24142 j AUGUST 24, 1993 AUGUST 26, 1993
To
RIVERCHASE ESTATES LTD.
Received From Technician
TED NICHOLAS (RONE)
NO. Moisture Cintent (%) Densityl(pcf) Percent
Te,t Location ~,e,d op,~. Proc,or~,~,d~e~s,,~
149 30" STORM SEWER LINE A1 17.0 12.8 120.2 118.0 98.0
STA: 0+30
LIFT/DEPTH 1' BELOW
MATERIAL TNNSH BR SA CL W/**
150 30" STORM SEWER LINE A1 15.0 12.8 120.2 117.8 98.0
STA: 0+30
LIFT/DEPTH 3' BELOW
MATERIAL TNNSH BR SA CL W/**
Test Method Mater~l
ASTM D 698 D 2922 D 3017
Rereads and/or ~tri~U~
NATHAN D. MAIER/MIKE GARRETT (l), CITY OF COPPELL/LARRY DAVIS
**GRAVEL
Rone Engin~rs
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEn( ineers
Field Moisture/Density Test Report
=roiect
FAIRWAYS OF RIVERCHASE
Purchase Order
D3456A-01-24154
Sample Date Report Date
AUGUST 25, 1993 AUGUST 26, 1993
¥o
RIVERCHASE ESTATES LTD.
Received From
T% a"NICHOU S
Test
No.
151
152
153
154
Location
Moisture Content (%) I Density (pcf) Percent
Field I Optimum, Proctor I F~eld Density
16.8 110.1 106.8 97.0
16.8 110.1 104.5 95.0
16.8 110.1 104.5 95.0
17.0 111.4 109.3 98.0
30" STORM SEWER LINE A 20.0
STA: 7+00
LIFT/DEPTH 2' BELOW
MATERIAL TNNSH BR SA CL W/*
30" STORM SEWER LINE A 22.0
STA: 7+00
LIFT/DEPTH 4' BELOW
MATERIAL TNNSH BR SA CL W/*
8" SEWER LINE H 20.0
STA: 1+75
LIFT/DEPTH 2~ BELOW
MATERIAL TNNSH BR SA CL W/*
8" STORM SEWER LINE H 18.0
STA: 1+00
LIFT/DEPTH 3' BELOW
MATERIAL GR & BR TO DK BR **
Test Method Material
ASTM D 698 D 2922 D 3017
~emarks and/or Olstdbution
NATHAN D. MAIER/MIKE GkRRETT
*GRAVEL
**SA CL W/GRAVEL
(1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Rone Engineers RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect Purchase Order
FAIRWAYS OF RIVERCHASE
Report Date
1993 AUGUST 26, 1993
D3456A-01-24154
Sampte Date
AUGUST 25,
To
RIVERCHASE ESTATES LTD.
Received From
Te%%C~" NTCHOLAS (ROME)
Test I Moisture Content (%) Density (pcl) Percent
No., Location F,e,d Opt;mum Proctor I Field Density
155 8" SEWER LINE D 21.0 16.8 110.1 104.5 95.0
STA: 1+00
LIFT/DEPTH 6' BELOW
MATERIAL TNNSH BR SA CL W/*
156 8" SEWER LINE D 20.0 17.0 111.4 106.8 96.0
STA: 1+50
LIFT/DEPTH 2' BELOW
MATERIAL GR & BR TO DK BR **
157 8" SEWER LINE B 20.0 17.0 111.4 106.8 96.0
STA: 1+75
LIFT/DEPTH 7' BELOW
MATERIAL GR & BR TO DK BR **
158 8" SEWER LINE B 18.0 17.0 111.4 109.3 98.0
STA: 1+25
LIFT/DEPTH 6' BELOW
MATERIAL GR & BR TO DK BR **
Test Me.od Ma te~l
ASTM D 698 D 2922 D 3017
:~emarks and/or D{stribution
NATHAN D. MAIER/MIKE GARRETT (1),
*GRAVEL
**SA CL W/GRAVEL
CITY OF COPPELL/LARRY DAVIS (1)