Riverchase(3)-LR 930806Rone Engineers
Geotechnical Consultants
Materials Testing
gineers
Field Moisture/Density Test Report
Proiect
FAIRWAYS OF RIVERCHASE
~umber
D3456A-01-23694
Sample Date
AUGUST 2, 1993
To
RIVERCHASE ESTATES LTD.
IPurchase Qrder
Report Date
AUGUST 6, 1993
~eceived ~rom
Test
No,
82
Technician
TED NICHOLAS (RONE)
Moisture Content (%)
Location ~ield Optimum
8" SEWER LINE D 16.0 12.8
STA: 2+00
Density (pcP) I Percent
Proctor I Field j [Density
120.2 116.8 97.0
LIFT/DEPTH 3.5' BELOW
MATERIAL TANNISH BR SA CLAY*
83 8" SEWER LINE B 17.0 12.8 120.2 114.0 95.0
STA: 2+50
LIFT/DEPTH 4.' BELOW
MATERIAL TANNISH BR SA CLAY*
84 8" SEWER LINE B 16.0 12.8 120.2 114.3 95.0
STA: 2+50
LIFT/DEPTH 2' BELOW
MATERIAL TANNISH BR SA CLAY*
85 8" SEWER LINE B 14.0 12.8 120.2 116.8 97.0
STA: 4+50
LIFT/DEPTH 3.5' BELOW
MATERIAL TANNISH BR SA CLAY*
T~t Me.od Matedal
ASTM D 698 D 2922 D 3017
Re~rks and/or D~tdbud~
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
*W/GRAVEL
Rone Engineers
Geotechnical Consultants
Materials Testing
gineers
Field Moisture/Density Test Report
FAIRWAYS OF RIVERCHASE
~urnber tSam¢le Date Report Date
D3456A-01-23694 I AUGUST 2, 1993 AUGUST 6, 1993
To
RIVERCHASE ESTATES LTD.
TED NICHOLAS (RONE)
Test Moisture Content (%) Density (pcf) Percent
No. Location .~e,d I Opt~m.m ProctorI Field Density
86 8" SEWER LINE B 14.0 12.8 120.2 115.3 96.0
STA: 4+50
LIFT/DEPTH 1.5¢ BELOW
MATERIAL TANNISH BR SA CLAY*
87 8" SEWER LINE C 21.0 16.8 110.1 104.5 95.0
STA: 1+00
LIFT/DEPTH 4.' BELOW
MATERIAL LT BR SA CL W/GRAVEL
88 8" SEWER LINE C 18.0 16.8 110.1 108.0 98.0
STA: 1+00
LIFT/DEPTH 2.' BELOW
MATERIAL LT BR SA CL W/GRAVEL
89 8" SEWER LINE C 15.0 12.8 120.2 115.3 96.0
STA: 4+00
LIFT/DEPTH 3.' BELOW
MATERIAL TANNISH BR SA CLAY*
f~tMe~od Material
ASTM D 698 D 2922 D 3017
~ema~s and/or O~[dbuUon
NATHAN D. MAIER/MIKE GARRETT (1),
*W/GRAVEL
CITY OF COPPELL/LARRY DAVIS (1)
~i~o n e Engineers
Rone Engineers RoneEngineers
Geotechnfcal Consultants
Materials Testing ~~
Field Moisture/,Density Test Report
~roiect IPurchase Order
FAIRWAYS OF RIVERCHASE
Sample Date Report Date
D3456A-01-23694 AUGUST 2, 1993 AUGUST 6, 1993
To
RIVERCHASE ESTATES LTD.
TED NICHOLAS (RONE)
Test I Moisture Content (%)
No., Location Field I Optimum
90 8" SEWER LINE C 13.0 12.8 120.2 119.0 99.0
STA: 4+00
Density (pcf) Percent
Proctor j Field [Density
LIFT/DEPTH 1.' BELOW
MATERIAL TANNISH BR SA CLAY *
Test Method Material
ASTM D 698 D 2922 D 3.017
~emarks and/or DistdbuLion
NATHAN D. MATER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
*W/GRAVEL
~Rone Engineers
Rone Engineers
Geotechnical Consultants R o n, i nee r s
Materials Testing ~~
Field Moisture/Density Test Report
P roiect
Purchase Order
FAIRWAYS OF RIVERCHASE
Number I Samole Da(e Report Date
~ AUGUST 4, 1993 AUGUST 6, 1993
le~r~%N BRIMINGHAM
03456A-01-23735
To
RIVERCHASE ESTATES LTD.
C.W. YOUNG
Test
J Moisture Content (%) Density (pct) Percent
Location I Field Optimum Proctor Fie)d Density
91 8" SANITARY SEWER 18.0 15.0 113.2 111.5 98.0
LINE H STA: 3+00
LIFT/DEPTH 3' BELOW FL
MATERIAL DK BR SA CL W/GRAVEL
92 8" SANITARY SEWER 22.0 24.6 94.7 97.7 103.
LINE H STA: 3+90
LIFT/DEPTH 1' BELOW FNL
MATERIAL DARK BROWN CLAY
93 8" SANITARY SEWER 24.0 24.6 94.7 103.0 107.1
LINE D STA: 5+00
LIFT/DEPTH 3' BELOW FNL
MATERIAL DARK BROWN CLAY
94 8" SANITARY SEWER 27.0 24.6 94.7 97.0 102.(
LINE D STA: 5+80
LIFT/DEPTH 5' BELOW FNL
MATERIAL DARK BROWN CLAY
restMe~od Materml
ASTM D 698 D 2922 D 3017
~ema~s and/or D~td~Uon
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Geotechnical Consultants
Materials Testing
Rom
Field Moisture/Density Test Report
3roiect
FAIRWAYS OF RIVERCHASE
IPurchase Order
D3456A-01-23735
tSam¢le Date Report Date
AUGUST 4, 1993 AUGUST 6, 1993
RIVERCHASE ESTATES LTD.
C.W. YOUNG
Location
95 8" SANITARY SEWER
LINE D STA: 8+25
Moisture Content (%)
Field Optimum
19.0 15.0
Technician
JASON BRIMINGHAM
Density ( pcf} Percent
Proctor I Field Density
113.2 112.0 99.0
LIFT/DEPTH 2' BELOW FNL
MATERIAL DK BR SA CL W/GRAVEL
96 8" SANITARY SEWER
LINE D STA: 8+00
18.0 15.0 113.2 111.0 98.0
LIFT/DEPTH 4' BELOW FNL
MATERIAL DK BR SA CL W/GRAVEL
ASTM D 698 D 2922 D 3.017
Remarks and/or D~tdbuUon
NATHAN D. MAIER/MIKE 6ARRETT (1), CITY OF C0PPELL/LARRY DAVIS (1)
GlO-
PO Box 92548 ·
South[ake, Texas 76092 ·
CONSULTING ENGINEERS IN:
EnvJ ronment a[ Assessments
Soi{s & Foundations
Construction Materials Testing
Commercia[ & Industrial Inspection
(817) ]29-0281
CEMENT SERIES REPORT
PROJECT: Fairways @ Riverchase
JOB #: 93-903 DATE:
CLIENT: Site Concrete
LOCATION: Coppell
08-06-93 Di~Y: Friday
CONTRACTOR: Site Concrete
25
23
21
19
17
15
13
11
9
7
1 2 3 4 5 6 7 8 9
PERCENT
ORIGINAL P.I.: 24 REQUIRED P.I.: 12
PERCENT CEMENT RECOMMENDED: 6.51 (30#'s per sq yd @ 6" deep)
Gm}-
.Excellence by Experience,,
PO Box 925~.8 *
Southtake. Texas 76092
CONEULTING ENGINEERE IN:
Environmental Assessments
Soils & Foundations
Construction MateriaLs lestJng
Cemmercial & Industrial Inspection
(817) $29-0281
LIME EERIEB REPORT
PROJECT: Fairwaym M Rtvmrahm~m
JOB #: 93-903 DATE: 08-06-93
CLIENT: Site Concrete
LOCATION: Coppell
DRY: Friday
CONTRACTOR: Site Concrete
25
23
21
19
17
15
13
11
9
5 6 7 8 9
PERCENT
ORIGINAL P. I.:
24
PERCENT LIME RECOMMENDED:
REQUIRED P.I.: 12
6% (27#'s per sq yd @ 6" deep)