HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed SER-SUBSURFACE EXPLORATION REPORT - 2019-08-30CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 20181040.0309
Service Date: 08/26/19 1901 Sharp Point Dr, Ste C
Report Date: 08/28/19 Fort Collins, CO 80525-4429
Task: Earthwork 970-484-0359
Client Project
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle 6740 South College Avenue
720 3rd Ave SW Fort Collins, CO
Carmel, IN 46032-2036
Project Number: 20181040
Material Information Sample Information
Source of Material: Native Sample Date: 08/26/19 Sample Time: 1300
Proposed Use: Subgrade For Turn Lane Off Highway 287 Sampled By: Taylor Keller
Sample Location: MIddle of Turn Lane, Approx 150' North
From South End
Sample Description: Clay and gravel
Laboratory Test Data Result Specifications
Test Procedure: ASTM D1557 Liquid Limit:
Test Method: Method C Plastic Limit:
Sample Preparation: Wet Plasticity Index:
Rammer Type: Manual In-Place Moisture (%):
USCS:
Oversized Particles (%): 8.0
Moisture (%): 0.5
Sieve for Oversize Fraction: 3/4
Assumed Bulk Specific Gravity
of Oversized Particles: 2.7
Corrected for Oversized Particles (ASTM D4718)
Maximum Dry Unit Weight (pcf): 123.6
Optimum Water Content (%): 9.6
Uncorrected Values
Maximum Dry Unit Weight (pcf): 120.8
Optimum Water Content (%): 10.3
Comments:
Services: Obtain a sample of backfill material at the project site and return it to the laboratory to determine the moisture density
relationship.
Terracon Rep.: Taylor Keller
Reported To: Rory with Connell
Contractor: Connell
Report Distribution:
See attached distribution list.
Reviewed By: _______________________________
Craig L. Nelson
Project Manager
Test Methods: ASTM D698, ASTM D1140, ASTM D2487, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of
the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein
are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
112
113
114
115
116
117
Report Date:
Service Date:
Report Number:
Task:
20181040.0309
08/26/19
08/28/19
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
Earthwork 970-484-0359
Distribution List
Distribution Page
(1) Signature Construction LLC, Matt Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek
(1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde
(1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
(1) Total Concrete Services Inc, Jeff Cast
(1) Total Concrete Services Inc, John Montanez
118
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120
121
122
123
124
125
126
Water Content (%)
Dry Unit Weight (pcf)