HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-08-08FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0253
07/26/19
07/31/19
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)
Debera Dr Sewer backfill
368 15' North of Rick Dr and Debra
Dr intersection
HMAC FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
20181040.0255
07/29/19
08/01/19
Asphalt
Revision 1 - enter compaction specs
Signature Construction LLC
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
970-484-0359
Lakeview on the Rise Apartment Development
6740 South College Avenue
Fort Collins, CO
Project
Project Number: 20181040
Lab Test Data
Comp.
Max.
Project Requirements
Comp.
Min.
Mat.
Material Information
Thickness
Min.
Density
Reference
Laboratory
No. Reference Number Classification and Description Test Method (pcf) (in) (%) (%)
1 Connell Mix 154.2 92 96
Field Test Data
Test Pave. Mat. Density Length
Nuclear Core
Density
Core
Factor
Correction
Density
Corrected
Comp.
No. Test Location Lift No. (%)
Core Data
(pcf) (in) (pcf) (pcf) (pcf)
Triliby Sewer backfill top mat
21 100' East of Debra Dr and Triliby
intersection
Top 1 142.8 93
22 110' East of Debra Dr and Triliby
intersection
Top 1 142.9 93
23 10' East of Debra Dr and Triliby
intersection
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0259
07/30/19
08/02/19
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
373 35' West of Rick Dr and Debra
Dr intersection
-1' 1 8 131.4 21.0 19.0 110.4 97
374 45' West of Rick Dr and Debra
Dr intersection
-3' 1 8 127.9 20.1 18.6 107.8 95
375 49' West of Rick Dr and Debra
Dr intersection
-4' 1 8 128.0 19.6 18.1 108.4 96
Comments:
Datum: Std. Cnt. M: 622 Std. Cnt. D: 2280
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:
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
Top 1 142.6 92
Comments:
Datum: Std. Cnt. M: 617 Std. Cnt. D: 2285
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: Perform in-place density tests to determine degree of compaction.
Reported To:
Contractor:
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
Taylor w/ Signature Construction
Connell
Craig L. Nelson
Project Manager
Reviewed By:
Terracon Rep.: Douglas Novosad
Test Methods: ASTM D2950
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.
CR0025, 11-16-12, Rev.6 Page 1 of 1
-3' 1 8 132.5 20.8 18.6 111.7 99
369 10' North of Rick Dr and Debra
Dr intersection
-2' 1 8 133.5 21.1 18.8 112.4 99
370 8' North of Rick Dr and Debra
Dr intersection
-1' 1 8 134.0 21.5 19.1 112.5 99
Comments:
Datum: Std. Cnt. M: 627 Std. Cnt. D: 2295
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:
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