HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-10-11FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0387
09/24/19
09/30/19
Earthwork
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
970-484-0359
Client
Signature Construction LLC
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
Lakeview on the Rise Apartment Development
6740 South College Avenue
Fort Collins, CO
Project
Project Number: 20181040
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description Test Method (pcf)
2 20181040.0004 Sandy lean clay ASTM D698 15.3 111.7 14.3 - 18.3 Min 95
Field Test Data
No. Test Location Elev. No.
Test Lift / Mat. Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in) (pcf) (pcf) (pcf)
Sidewalk Along North Bound Hwy 287
480 See Diagram 0' 2 8 126.3 17.4 16.0 108.9 97
481 See Diagram 0' 2 8 126.4 16.8 15.3 109.6 98
FIELD DENSITY TESTING REPORT
Report Number: 20181040.0387
Service Date: 09/24/19 1901 Sharp Point Dr, Ste C
Report Date: 09/30/19 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
Services:
Terracon Rep.: Taylor Keller
Reported To: Rory with Connell
Contractor: Connell
Report Distribution:
See attached distribution list.
Reviewed By: ____________________________________
Craig L. Nelson
Project Manager
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
North
South
Report Date:
Service Date:
Report Number:
Task:
20181040.0387
09/24/19
09/30/19
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
482 See Diagram 0' 2 8 123.4 16.0 14.9 107.4 96
Comments:
Datum: 0' =Subgrade Std. Cnt. M: 619 Std. Cnt. D: 1973
Test and/or retest results on this report meet project requirements as noted above.
S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019
Services:
Reported To:
Contractor:
Rory with Connell
Connell
Craig L. Nelson
Project Manager
Report Distribution:
See attached distribution list. Reviewed By:
Terracon Rep.: Taylor Keller
Test Methods: ASTM D6938
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.
CR0007, 11-16-12, Rev.7 Page 1 of 1