HomeMy WebLinkAboutASPHALT DENSITY TESTS - 03-00050 - Teton River Village Building #1 - 8 UnitsFORSGREN
ASSOCIATES / INC.
Date 10/10/03
Project 01-03-0922-01-0019
ELEVATION KEY
REPORT OF IN-PLACE ASPHALT DENSITY TESTS
Finish Grade
BY NUCLEAR GUAGE METHOD
Finish Base
FSB
PROJECT Teton Shopping Center
FSG
Finish Sub Grade
Client
DePatco
Contractor DePatco/HK
Weather
Sunny/Breezy
LOCATION KEY
BF
Backfill
SD
Storm Drain
BP
Building Pad
SL
Sewerline
ELC
Electrical
TR
Trench
FTG
Footing
WL
Wall
ST
Street
WTL
Waterline
RT
Retest
PL
Parking Lot
FORSGREN
ASSOCIATES / INC.
Date 10/10/03
Project 01-03-0922-01-0019
ELEVATION KEY
FG
Finish Grade
FB
Finish Base
FSB
Finish Sub Base
FSG
Finish Sub Grade
FF
Finish Floor
REMARKS: IL TYPE OPT. MOISTURE MAX DRY DENSITY
Rolling pattern extablished as 10 passes. SOIL
Plant
Technician Dustin Passey Reviewed by
REPORT OF IN-PLACE SOIL DENSITY TESTS
TEST
NO.
BY NUCLEAR GUAGE METHOD
LOCATION
ELEV.
PROJECT Teton shopping center
DENSITY
SOIL
TYPE
Client De Patco
WET
DRY
Contractor De Patco
FIELD
Weather Sunny breezy
Teton center FSB PL
LOCATION KEY
BF Backfill
SD
Storm Drain
BP Building Pad
SL
Sewerline
ELC Electrical
TR
Trench
FTG Footing
WL
Wall
ST Street
WTL
Waterline
RT Retest
PL
Parking Lot
FORSGREN
ASSOCIATES / INC.
Date 10/10/03
Project 01-02-0136 0001
ELEVATION KEY
FG Finish Grade
FB Finish Base
FSB Finish Sub Base
FSG Finish Sub Grade
FF Finish Floor
DATE
TEST
NO.
TEST
DEPTH
LOCATION
ELEV.
%
MOIST
DENSITY
SOIL
TYPE
% COMP
WET
DRY
SPEC
FIELD
Teton center FSB PL
1t311
n., 4'.`-.:
31t1:idtr Btk Bustrin gq"���b j
FSR
�r13
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R
. ..
..
10/10
2
4"
20' E off E bowling alley, 75' S off N curb.
FSB
5.4
141.4
134.1
PR
95.0
104.8
1Cf 1Q
� ��#
4
{i' a`1W.�iio'
E
A(}
i Rti�*°
p.
tin`
' �,
.
10/10
4
4"
75' W off W bowling alley, 115' S off N curb.
FSB
6.7
140.5
131.6
PR
95.0
102.8
REMARKS: Randy asked for testing of PR in the Teton shopping center.
Any compaction over 94.5% is acceptable.
Technition Dustin Passey
SOIL TYPE
Deaatco Pit Run
Reviewed by //
MOISTURE I MAX DRY DENSITY