HomeMy WebLinkAboutSOIL DENISTY TEST - 21-00191 - Summerfield Phase 9 - W 690 S - Plat.pdf (2)In Place Density of Soils ASTM D2922 & D3017
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o Civil Engineering o Surveying o Materials Testing o Special Inspection
350 N 2nd E Rexburg, ID 83440 208.356.9201
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Summerfield Div.9
01-21-0922-001-0004
Depatco
Depatco
Apr 13,2022 JTC
2034
504 2840
STA:1+00, 12' W of Center Line of Road, 2275 W. St
Final Grade
Hendricks Pit,Pit Run
133
136.6
2.9
132.6
46
2,048
100%
STA:0+50, 2' S of Center Line of Road, 690 S. St
Final Grade
Hendricks Pit,Pit Run 97%132.6
2.6
2,951128.9
41132.2
42
2,247
97%132.6
2.7
128.8
132.3
Hendricks Pit,Pit Run
Final Grade
STA:5+05, 7' E of Center Line of Road, 2275 W. St
42
2,248
97%132.6
2.7
128.8
132.2
Hendricks Pit,Pit Run
Final Grade
STA:2+00, 6' S of Center Line of Road, 640 S. St
56
2,137
98%132.6
3.9
129.5
134.6
Hendricks Pit,Pit Run
Final Grade
STA:6+00, 3' N of Center Line of Road, 640 S. St
65
1,907
101%132.6
4.6
133.7
139.9
Hendricks Pit,Pit Run
Final Grade
STA:6+10, 7' W of Center Line of Road, 2100 W. St
88
888
95%137
6.8
130.8
139.7
Coltman Pit 3/4''Base
Final Grade
STA:5+00, W. Side Curb Line, 2100 W. St
Digitally signed by: Eric Gunnarson
DN: CN = Eric Gunnarson email =
egunnarson@forsgren.com C = US O = Forsgren
Associates OU = Laboratory Manager
Date: 2022.04.22 14:34:50 -06'00'
Eric Gunnarson
Gauge #2034 calibrated on 9-9-21
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98%137
5.4
865134.5
74141.7
Coltman Pit 3/4''Base
Final Grade
STA:5+75, S. Side Curb Line, 640 S. St
137 98%
4
887134.5
59140
Coltman Pit 3/4''Base
Final Grade
STA:5+50, W. Side Curb Line, 2275 W. St
137 95%
6.6
894130.6
86139.2
Coltman Pit 3/4''Base
Final Grade
STA:1+00, W. Side Curb Line, 640 S. St
137 98%
3.3
901134.4
51138.9
Coltman Pit 3/4''Base
Final Grade
STA:1+30, E. Side Curb Line, 2275 W. St
137 95%
3.3
967130.2
42133.7
Coltman Pit 3/4''Base
Final Grade
STA:1+00, S. Side Curb Line, 690 S. St