HomeMy WebLinkAboutSOIL DENISTY TEST - 21-00191 - Summerfield Phase 9 - W 690 S - PlatIn 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 6,2022 JTC
2034
503 2823
STA:1+00 9' E. of center line of Rd. 2275 W. St
Final Grade
Existing Sandy Gravel
123
126.2
2.8
128.3
42
1,655
96%
STA:1+25 6' N. of center line of Rd. 690 S. St
Final Grade
Existing Sandy Gravel 97%128.3
4.5
1,489124.7
60130.3
40
1,659
96%128.3
2.6
122.9
126.1
Existing Sandy Gravel
Final Grade
STA:4+10 4' W. of center line of Rd. 2275 W. St
39
1,646
96%128.3
2.5
123.3
126.4
Existing Sandy Gravel
Final Grade
STA:5+50 1' W. of center line of Rd. 2275 W. St
37
1,642
96%128.3
2.3
123.7
126.5
Existing Sandy Gravel
Final Grade
STA:1+50 10' N. of center line of Rd. 640 S. St
41
1,585
97%128.3
2.7
124.6
127.9
Existing Sandy Gravel
Final Grade
STA:3+25 2' S. of center line of Rd. 640 S. St
42
1,624
96%128.3
2.8
123.5
126.9
Existing Sandy Gravel
Final Grade
STA:6+30 8' N. of center line of Rd. 640 S. St
Digitally signed by: Eric Gunnarson
DN: CN = Eric Gunnarson email =
egunnarson@forsgren.com C = US O = Forsgren
Associates OU = Laboratory Manager
Date: 2022.04.12 16:26:06 -06'00'
Eric Gunnarson
Gauge #2034 calibrated on 9-9-2021
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95%128.3
3.1
1,673121.9
45125.7
Existing Sandy Gravel
Final Grade
STA:6+10 9' W. of center line of Rd. 2100 W. St