HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-09-16FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0353
09/10/19
09/12/19
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 20181040.0223 Recycled concrete Base ASTM D698 8.8 119.0 5.8-11.8 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)
Hwy. 287 northbound site exit lane sub-grade
456 50' north of north exit -0' 1 8" 127.1 10.3 8.8 116.8 98
457 150' north of north exit -0' 1 8" 127.9 10.7 9.1 117.2 98
Report Date:
Service Date:
Report Number:
Task:
20181040.0353
09/10/19
09/12/19
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
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
20181040.0346
09/09/19
09/10/19
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 20181040.0223 Recycled concrete Base ASTM D698 8.8 119.0 5.8-11.8 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)
Hwy 287 turning lane
452 Test #1 (see attachment) 0' 1 8" 125.3 7.0 5.9 118.3 99
453 Test #2 0' 1 8" 129.9 10.6 8.9 119.3 100
FIELD DENSITY TESTING REPORT
Report Number: 20181040.0346
Service Date: 09/09/19 1901 Sharp Point Dr, Ste C
Report Date: 09/10/19 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.: Quinn Zamora
Reported To: Jeff 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
Report Date:
Service Date:
Report Number:
Task:
20181040.0346
09/09/19
09/10/19
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
HMAC FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
20181040.0348
09/10/19
09/12/19
Asphalt
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
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)
Highway 287 northbound turn lane
85 Approximately 1,200' south of
north entrance
Bottom 1 142.2 92
86 Approximately 800' south of
north entrance
Bottom 1 144.2 94
87 Approximately 500' south of
north entrance
Bottom 1 143.5 93
Report Date:
Service Date:
Report Number:
Task:
20181040.0348
09/10/19
09/12/19
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
Asphalt 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
88 Approximately 200' south of
north entrance
Bottom 1 142.2 92
89 Approximately 10' south of north
entracne
Bottom 1 141.2 92
Comments:
Datum: 0'=final road grade Std. Cnt. M: 530 Std. Cnt. D: 1741
S/N: 17271 Make: Troxler Model: 3440 Last Cal. Date: 01/16/2019
Services: Perform in-place density tests to determine degree of compaction.
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Brian w/Connell
Connell
Craig L. Nelson
Project Manager
Reviewed By:
Terracon Rep.: Quinn Zamora
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
454 Test #3 0' 1 8" 130.0 8.5 7.0 121.5 102
455 Test #4 0' 1 8" 129.3 7.1 5.8 122.2 103
Comments:
Datum: 0'=final road sub-grade Std. Cnt. M: 530 Std. Cnt. D: 1741
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:
Jeff with Connell
Connell
Craig L. Nelson
Project Manager
Report Distribution:
See attached distribution list. 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'=final road sub-grade Std. Cnt. M: 530 Std. Cnt. D: 1741
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:
Rory with Connell
Connell
Craig L. Nelson
Project Manager
Report Distribution:
See attached distribution list. 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