HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-05-20FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0121
05/14/19
05/17/19
Earthwork
Revision 1 - Misplaced locations on diagram
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)
1 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)
Stormwater Utility Trench Backfill
234 See attachments 0' 1 8 124.4 18.1 17.0 106.3 95
CT0020, 10-28-11, Rev.0
Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development
Attn: Matt Boyle Report Number: 20181040.0121
720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C
Carmel, IN 46032-2036 Date: 05/14/19 Fort Collins, CO 80525-4429
Scale: Not to Scale 970-484-0359
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0120
05/13/19
05/17/19
Earthwork
Revision 1 - Misplaced locations on diagram
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)
1 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1 - 19.1 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)
Stormwater Utility Trench Backfill
224 See attachments -1' 1 8 119.8 15.7 15.1 104.1 97
CT0020, 10-28-11, Rev.0
Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development
Attn: Matt Boyle Report Number: 20181040.0120
720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C
Carmel, IN 46032-2036 Date: 05/13/19 Fort Collins, CO 80525-4429
Scale: Not to Scale 970-484-0359
225 See attachments -1' 1 8 119.6 17.5 17.1 102.1 95
226 See attachments -1' 1 8 121.1 17.0 16.3 104.1 97
227 See attachments -1' 1 8 120.7 17.2 16.6 103.5 96
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 421 Std. Cnt. D: 2658
Test and/or retest results on this report meet project requirements as noted above.
S/N: 2157 Make: Instrotek Model: 3500 Xplorer Last Cal. Date: 01/02/2019
Services:
Reported To:
Contractor:
Weston w/ Connell
Connell
Craig L. Nelson
Project Manager
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Reviewed By:
Terracon Rep.: Christopher Rivera
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
235 See attachments 0' 1 8 130.6 20.0 18.1 110.6 99
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 543 Std. Cnt. D: 1771
Test and/or retest results on this report meet project requirements as noted above.
S/N: 17271 Make: Troxler Model: 3440 Last Cal. Date: 01/16/2019
Services:
Reported To:
Contractor:
Weston w/ Connell
Connell
Craig L. Nelson
Project Manager
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Reviewed By:
Terracon Rep.: Christopher Rivera
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