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Home My WebLink AboutLAKEVIEW ON THE RISE - Filed FDT-FIELD DENSITY TEST - 2019-08-21FIELD 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: 20181040.0286 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 -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 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