HomeMy WebLinkAbout20 Baker Lane (4)r0100"41h MATERIALS TESTING, INC
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200 ROWS AVENUE MILFORD, CONNECTICUT 06460 (203)878-2765
1%W0 ;/ 871 STAFFORD ROAD EAGLEVILLE, CONNECTICUT 06268 a (860)487-1972
NVLAP ACCREDITED DATE: 02-09-00
0320
REPORT NO: M-1001
CLIENT:Temple Beth Hillel
101 Foster Street Ext. 11koki""'asl,,
South Windsor, CT 06074 G tAfe i.
PROJECT: Temple Beth Hillel
20 Baker Lane m
South Windsor, CT t lOr, i
c//• O.
SUBJECT: _ FIELD DENSITY TESTING -(ASTM D-2922-D-3017) X'
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Arrived and performed field density tests on footing sub-grade. J'C
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MOISTURE PERCENT
TEST NO.LOCATION & ELEVATION CONTENT - % COMPACTION
Elevation: Bottom of footing
1 Foundation footing sub-grade: 13.9 96.9
southwest corner of footing area.
2 Foundation footing sub-grade: 12.1 95.8
southeast corner of footing area.
3 Foundation footing sub-grade: 14.1 96.9
northwest corner of footing area.
4 Foundation footing sub-grade: 11.0 97.0
northeast corner of footing area.
Materials Testing, Inc. Inspector
Richard Wright
1 cc Client
1 cc Podojil Builders/R. Podojil 7 Od
1 cc Town of South Windsor Frank A. Soucy
1 cc Levin/Brown &Associates, Inc.
1 cc LPJ/Qodesh, Inc.
1 cc Podojil Builders/W. Laramee
Igb
Test reports may not be reproduced without the express permission ofMaterials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of theUSGovernmentResultsonlyrelatetoitemstested
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Sieve Size Sieve Size Cumulative %Passing %Passing Specification
Retnd (Tot.Sample)(Sand Port.) Minimum Ma)dmum
203.2W
11
I 111 0.00 100.0 100 100
f/1
50.800
38.100 1
1
19.050 1 so 100
1
11 81.6
1 0.01 1
2.000 1 1 •
1.000
1 1 f
0.250 W
0.150 100 1
0.075 11 0.82 30.9
Total Dry Wt. 24.50
Split Wt. 1.32
Project: Target South Windsor Project No.: 00141
South • • 1• II
On Sampled from:
specification.
PROCTOR TEST REPORT
ANA144Im -M
142
140
138LL 3.0%
0.136
U) 134
z
LLI
0 132
13WO
128
126
124 WA---M. •-ft,
XX X,
122
20 1
30 40 5.0 6.0 70 80 90 100 11.0 120 130
WATER CONTENT(0/6)
I%Gravel 18.4 r%Sand 50.7 %Oversized Stone(43/4") 6.0 Sitt 30.9
Classification: Red brown C-F SAND,some SILT,Iitde C-F GRAVEL
Modified Proctor,ASTM D 1557 Method C
Point No. 1 1 2 3 4 5 6 7 8 9
Compa4ed Wt. 16.94 16.41 16.24 17.04
Wt.of Mold 6.23 6.23 6.23 6.23
Wt.Wet+Tare 1.26 1.15 1.07 1.25
Wt.Dry+ are 1.19 1.05 1 1.02 1.16 1 1
Wt.Tare 0.33 1 0.24 1 0.20 0.26 1
Wet Density 142.8 135.7 133.5 144.1
Moisture 8.1 12.3 1 6.1 10.0
R!y Den!!X 132.1 120.8 1 125.8 131.0
MAXIMUM DRY DENSITY(initial) 132.5 PCF OPTIMUM MOISTURE(initial) 8.7 %
D 4718 CORRECTION FOR OVERSIZE PARTICLES
MAXIMUM DRY DENSITY 134.1 PCF OPTIMUM MOISTURE 8.3 %
Project: Target South Windsor Project No.: 00141C Date: 3/8/00
South Windsor,CT Specification: Geotech Report Lab No: C583-00
Sourc : On Sit Sampled from: Cut area-east nd of site
Eastern Materials T stin Lab ratory Remarks:
B din, Conn laficut NVLAP# 10315-0
i/0008441
MATERIALS TESTING, INC.
200 ROWE AVENUE MILFORD, CONNECTICUT 06460 (203)878-2765
r1111*M0/1V 871 STAFFORD ROAD a EAGLEVILLE, CONNECTICUT 06268 (860)487-1972
NVLAP ACCREDITED DATE: 03-30-00
0320
REPORT NO: M-1007
CLIENT:Temple Beth Hillel
101 Foster Street Ext. GO N i,
lSouthWindsor, CT 06074 of ......C •
E AOF.,1
PROJECT: Temple Beth Hillel 4 S
20 Baker Lane to
South Windsor, CT 1?Odl $
SUBJECT: FIELD DENSITY TESTING - (ASTM D-2167)
MOISTURE PERCENT
TEST NO.LOCATION & ELEVATION CONTENT - % COMPACTION
Elevation: Bottom of footing
1 Pier footing E-1. 5.1 98.2
2 Pier footing G-1. 4.9 99.3
Materials Testing, Inc. Inspector,
Richard C. Kearns
770
Frank A. Soucy
1 cc Client
1 cc Podojil Builders-R. Podojil
1 cc Town of South Windsor
1 cc Levin/Brown &Associates, Inc.
1 cc LPJ/Qodesh, Inc.
1 cc Podojil Builders-W. Laramee
Igb
Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the
U S Government Results only relate to items tested