HomeMy WebLinkAboutSOIL DENISTY TEST - 21-00191 - Summerfield Phase 9 - W 690 S - Plat.pdf (3)In Place Density of Soils ASTM D6938 / AASHTO T310
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Reviewed By:
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
May 5,2022 HAB
2034 Calibration 04/28/20
502 2848
STA 0+75 1' S of CL 690 South St
Final lift
Coltman Pit 3/4 Base
136.5
141.9
3.9
137
58
867
100%
STA 1+00 10' E of CL 2275 West st
Final lift
Coltman Pit 3/4 Base 99%137
4.5
872135.4
64141.4
62
901
97%137
4.4
133.2
139
Coltman Pit 3/4 Base
Final lift
STA 4+50 15' E of CL 2275 West st
54
889
99%137
3.6
135.2
140
Coltman Pit 3/4 Base
Final lift
STA 1+00 10' S of CL 640 South St
44
933
97%137
2.8
132.8
136.5
Coltman Pit 3/4 Base
Final lift
STA 3+25 12.5' N of CL 640 South St
62
915
96%137
4.4
132
137.8
Coltman Pit 3/4 Base
Final lift
STA 6+00 7.5' E of CL 2100 West St
50
913
97%137
4.1
132.6
138
Coltman Pit 3/4 Base
Final lift
STA 1+00 10' S of CL 640 South St
Digitally signed by: Eric Gunnarson
DN: CN = Eric Gunnarson email =
egunnarson@forsgren.com C = US O = Forsgren
Associates OU = Laboratory Manager
Date: 2022.05.11 10:50:30 -06'00'
Eric Gunnarson
Gauge #2034 calibrated on 9-9-21