HomeMy WebLinkAboutLAKEVIEW ON THE RISE - Filed FDT-FIELD DENSITY TEST - 2019-08-16FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0256
07/29/19
08/13/19
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)
1 20181040.0153 Dark Brown Clay ASTM D698 19.0 113.4 18.0 - 22.0 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)
Rick Dr Sewer backfill
371 25' West of Rick Dr and Debra
Dr Intersection
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0288
08/13/19
08/13/19
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)
1 20181040.0003 Lean clay with sand ASTM D698 14.1 108.1 13.1-17.1 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)
Utility Trench Backfill on College
409 Manhole West of Rick Dr 25'
South
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0286
08/12/19
08/13/19
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)
1 20181040.0003 Lean clay with sand ASTM D698 14.1 108.1 13.1-17.1 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)
Utility Trench backfill on College
408 Manhole West of Rick Dr -1' 1 8 122.4 15.3 14.3 107.1 99
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 533 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:
Roger 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
-3 1 8 124.3 17.2 16.1 107.1 99
410 Manhole West of Rick Dr 20'
South
-1 1 8 122.6 14.7 13.6 107.9 100
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 535 Std. Cnt. D: 1777
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:
Roger 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
0 1 8 134.0 21.3 18.9 112.7 99
372 20' West of Rick Dr and Debra
Dr Intersection
-1' 1 8 132.7 21.3 19.1 111.4 98
Comments:
Datum: Std. Cnt. M: 685 Std. Cnt. D: 2242
Test and/or retest results on this report meet project requirements as noted above.
S/N: 18458 Make: Troxler Model: 3411B Last Cal. Date: 12/10/2018
Services:
Reported To:
Contractor:
Juan with 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.: Douglas Novosad
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