2018-02-20_PERMIT FILE - M2017036

• Permit No: M2017036
• IBM Index Class Name: Permit File
• Doc Date: 2/20/2018
• Doc Name Note: Adequacy Review #4
• Doc Name: Adequacy Review Response
• From: Telesto
• To: DRMS
• Email Name: JLE
• Media Type: D
• Archive: No

COMPACTION TEST REPORT
Curve No.: 8
Project No.: 110782T Date: 12/06/2017
Project: Loveland Ready Mix-LaPorte Site
Client: Telesto Solutions
Source of Sample:SS-8 Depth: I
Sample Number: 1
Remarks:
MATERIAL DESCRIPTION
Description: Clay with Sand
Classifications- USCS: AASHTO:
Nat.Moist.= Sp.G.=
Liquid Limit= Plasticity Index=
%<No.10= 99.1 % %<No.40= 93.7%
%<No.60= 89.1 % %<No.200= 69.9%
TEST RESULTS _
Maximum dry density=95.6 pcf
Optimum moisture=20.4%
140 Test specification:
ASTM D 698-12 Method A Standard
130
120 100%SATURATION CURVES
FOR SPEC.GRAY. EQUAL TO:
2.8
2.7
C.) 110 2.6
L 100
rThp
90
80
70
0 5 10 15 20 25 30 35 40
Water content, %
Figure
ENIGNEERING ANALYTICS,INC.
Tested By: EH Checked By: KG