HomeMy WebLinkAboutASPHALT DENSITY TEST - 20-00739 - SITE PLAN - Teton River Flats Community Housing - six 4-plexes - Loreneb8bc23e67404a7c5-1634916116240 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Project Number:
20075
Contractor:
Thompson Excavation
Project Name:
Teton River Flats
Instrument ID
00443
Daily Standardization:
Client:
Headwaters Construction
Date:
10/22/2021
MS:
960
DS:
1556
Time Start:
09:00 AM
Time End:
04:00 PM
Details
Test
#:
Location:Lift: Material:Wet:Marshall
#:
%
Marshall:
Pass Fail
1 Lorene Street approximately 25'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
139.5 151.8 92
2 Lorene Street approximately 75'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
139.1 151.8 92
3 Lorene Street approximately 120'
east from the west end of the
project on the south side
1 Asphalt
Marshall
144.4 151.8 95
4 Lorene Street approximately 190'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
144.5 151.8 95
5 Lorene Street approximately 250'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
141.5 151.8 93
6 Lorene Street approximately 300'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
141.8 151.8 93
7 Lorene Street approximately 350'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
139.6 151.8 92
8 Lorene Street approximately 400'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
139.7 151.8 92
9 Lorene Street approximately 450'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
141.6 151.8 93
10 Lorene Street approximately 500'
east from the west end of the
project on the south side.
1 Asphalt
Marshall
141.8 151.8 93
11 Lorene Street approximately 80'
west from the point of curve on the
west end of the project on the south
side.
1 Asphalt
Marshall
140.5 151.8 93
b8bc23e67404a7c5-1634916116240 2
Test
#:
Location:Lift: Material:Wet:Marshall
#:
%
Marshall:
Pass Fail
12 Lorene Street approximately at the
point of curve on the west end of the
project on the south side.
1 Asphalt
Marshall
144.9 151.8 95
13 Lorene Street approximately at the
point of tangentcy on the west end
of the project on the east side.
1 Asphalt
Marshall
142.2 151.8 94
14 Lorene Street approximately 45'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
140.8 151.8 93
15 Lorene Street approximately 95'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
142.7 151.8 94
16 Lorene Street approximately 200'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
141.8 151.8 93
17 Lorene Street approximately 250'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
140.3 151.8 92
18 Lorene Street approximately 300'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
140.7 151.8 93
19 Lorene Street approximately 350'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
142.7 151.8 94
20 Lorene Street approximately 400'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
143.1 151.8 94
21 Lorene Street approximately 450'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
141.3 151.8 93
22 Lorene Street approximately 500'
east from the west end of the
project on the north side.
1 Asphalt
Marshall
142.3 151.8 94
23 Lorene Street approximately 25'
west of point of curve on the west
end of the project on the north side.
1 Asphalt
Marshall
141.5 151.8 93
24 Lorene Street approximately 25'
past the point of curve on west end
of the project on the west side.
1 Asphalt
Marshall
139.9 151.8 92
25 Lorene Street approximately at the
point of tangentcy on the west end
of the project on the west side.
1 Asphalt
Marshall
140.8 151.8 93
Remarks:
Tested By:
Ben E. Ball
Signature:
Reviewed By:
E. Vail
Signature:
b8bc23e67404a7c5-1634916116240 3
Date:
10/22/2021
Date:
10/25/2021