HomeMy WebLinkAboutSUB201400160 Certified Engineer's Report 2017-03-29Moisture Density Relationship
122
117
112
107
102
ZAV for
Sp.G. _
97
Water content, %
�— - Rock Corrected p— - Uncorrected
Test specification: ASTM D 698-12 Method A Standard
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elev/ Classification Nat. % > % <
Depth USCS AASHTO Moist. Sp.G. ILL PI #4 No.200
subgrade 16.6 2.65 6.76
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION
Maximum dry density = 115.8 pcf 113.2 pcf Brown and Light Broxn sandy Silt. trace
rock fragments
Optimum moisture = 13.7 % j 14.6 %
Project No. 14G-177- Client: Mr. Vito Cetta Remarks:
Project: Out of Bounds Site Development COT
o Source of Sample: Fill Placed on Lots 32-38 Sample Number: 19
Geo-Terrain Organization �
1
135
125
115
105
95
Moisture Density Relationship
ZAV for I
Sp.G. _
85
Water content, %
- - Rock Corrected Uncorrected
Test specification: ASTM D 698-91 Procedure A Standard
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elev/ Classification Nat.
Depth USCS AASHTO Moist. Sp.G. ILL PI #4 No.200
slab subgrade 2.65 T17.0 8.8
ROCK CORRECTED TEST RESULTS I UNCORRECTED MATERIAL DESCRIPTION
Maximum dry density = 113.3 pcf 109.8 pcf Brown and Light Brown sandy Silt. trace
mica and gravel
Optimum moisture = 14.2 % 15.4 %
Project No. 14G-177- Client: Mr. Vito Cetta lRemarks:
Project: Out of Bounds Site Development COT
o Source: Rockydale Borrow Material Sample 1 Sample No.: 6
Geo-Terrain Organization
Figure