HomeMy WebLinkAboutLAKEVIEW ON THE RISE - Filed FDT-FIELD DENSITY TEST - 2019-08-27FIELD 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:
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:
20181040.0291
08/15/19
08/19/19
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 20181040.0004 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)
Offsite utility trench on College
414 At Landscape entrance 0' 1 8 124.1 16.3 15.1 107.8 97
Comments:
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0294
08/16/19
08/19/19
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 20181040.0004 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)
Offsite utility trench on College
415 30' South of Landscape entrance -2' 1 8 125.1 15.9 14.6 109.2 98
416 30' South of Landscape entrance 0' 1 8 126.8 16.8 15.3 110.0 98
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0298
08/20/19
08/22/19
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 20181040.0160 Sandy lean clay ASTM D698 17.5 107.9 16.5-20.5 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)
Highway 287 sewer trench backfill
422 400' north of entrance -0' 1 8" 125.2 17.9 16.7 107.3 99
423 300' north of the entrance -3' 1 8" 129.4 21.5 19.9 107.9 100
Comments:
Datum: 0'= road sub-grade Std. Cnt. M: 1750 Std. Cnt. D: 537
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:
Juan with Connel
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.: Quinn Zamora
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
Comments:
Datum: 0= Finish subgrade elevation Std. Cnt. M: 568 Std. Cnt. D: 1764
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
Datum: 0= Finish subgrade elevation Std. Cnt. M: 540 Std. Cnt. D: 1768
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
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