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Home My WebLink AboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-07-01FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0168 06/18/19 06/24/19 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) Offsite utilities at Trilby 289 at Trilby intersection -3' 1 8 133.7 20.8 18.4 112.9 100 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0183 06/24/19 06/27/19 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 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) Triliby Sewer 302 15' East of Kyle and Triliby intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0186 06/25/19 06/27/19 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 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) Triliby Sewer bacfkill 307 15' West of Kyle and Triliby intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0161 06/14/19 06/18/19 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 18-22 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) Off site utilities 277 40' North of Trilby 0' 1 8 132.0 20.6 18.5 111.4 98 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0162 06/14/19 06/18/19 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 18-22 Min 95 2 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) Off site utilities 278 30' North of Trilby -2' 1 8 128.6 19.8 18.2 108.8 96 CT0020, 10-28-11, Rev.0 Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development Attn: Matt Boyle Report Number: 20181040.0162 720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C Carmel, IN 46032-2036 Date: 06/14/19 Fort Collins, CO 80525-4429 Scale: Not to Scale 970-484-0359 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0159 06/13/19 06/18/19 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) Off site utilities on Portner 270 West of North entrance to FOCO Utilities FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0171 06/20/19 06/24/19 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 18-22 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) Trilby sewer backfill 290 pt. 19+50 -1' 1 8" 133.5 20.4 18.0 113.1 100 291 pt. 20+80 -2' 1 8" 132.7 21.0 18.8 111.7 99 HMAC FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: Client 20181040.0172 06/20/19 06/24/19 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) Portner dr. asphalt patch 1 pt. 10+75 Bottom 1 144.7 94 2 pt. 11+75 Bottom 1 147.3 96 3 pt. 12+75 Bottom 1 141.8 92 4 pt. 13+75 Bottom 1 141.9 92 Comments: Datum: 0'=road finish grade Std. Cnt. M: 538 Std. Cnt. D: 1770 Rice value was given to technician by Jason with Connell. S/N: 17271 Make: Troxler Model: 3440 Last Cal. Date: 01/16/2019 Services: Perform in-place density tests to determine degree of compaction. HMAC FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: Client 20181040.0176 06/21/19 06/24/19 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 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) Portner dr apshalt patch 12 pt. 10+50 Top 1 141.6 92 13 pt. 11+50 Top 1 141.5 92 14 pt. 12+50 Top 1 141.4 92 15 pt. 13+50 Top 1 142.6 92 16 pt. 14+50 Top 1 142.3 92 Comments: Datum: 0'=road finish grade Std. Cnt. M: 538 Std. Cnt. D: 1770 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 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0173 06/20/19 06/24/19 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 18-22 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) Trilby sewer backfill 292 pt. 20+25 -1' 1 8" 131.0 20.1 18.1 110.9 98 Comments: HMAC FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: Client 20181040.0174 06/20/19 06/24/19 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 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) Portner dr asphalt patch 5 pt. 10+50 Middle 1 145.6 94 6 pt. 11+50 Middle 1 148.7 96 7 pt. 12+50 Middle 1 143.1 93 8 pt. 14+50 Middle 1 144.4 94 9 pt. 14+50 Middle 1 145.9 95 10 pt. 15+50 Middle 1 147.8 96 11 Intersection of Trilby and Portner Middle 1 143.6 93 Comments: Datum: 0'=road finish grade Std. Cnt. M: 538 Std. Cnt. D: 1770 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0177 06/21/19 06/24/19 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 18-22 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) Trilby sewer backfill 293 pt. 22+65 -0' 1 8" 134.6 20.9 18.4 113.7 100 294 pt. 22+75 -3' 1 8" 132.4 20.3 18.1 112.1 99 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0158 06/13/19 06/18/19 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 18-22 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) Portner drive sewer backfill 276 point 13+40 -3' 1 8" 133.9 20.8 18.4 113.1 100 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0154 06/11/19 06/17/19 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% 2 20181040.0153 Dark Brown Clay ASTM D698 19.0 113.4 18-22 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) Stoney Brook Rd. storm sewer backfill 272 15' west of manhole on SE corner of property FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0157 06/12/19 06/17/19 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 2 20181040.0153 Dark Brown Clay ASTM D698 19.0 113.4 19.0-22.0 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) Off site utility trench 266 200' North of Trilby 0' 2 8 133.4 21.1 18.8 112.3 99 CT0020, 10-28-11, Rev.0 Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development Attn: Matt Boyle Report Number: 20181040.0157 720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C Carmel, IN 46032-2036 Date: 06/12/19 Fort Collins, CO 80525-4429 Scale: Not to Scale 970-484-0359 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0156 06/12/19 06/17/19 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 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 Portner 265 At South entrance to FC utilities 0' 1 8" 133.4 21.1 18.8 112.3 99 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0168 06/18/19 06/24/19 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) Offsite utilities at Trilby 289 at Trilby intersection -3' 1 8 133.7 20.8 18.4 112.9 100 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0179 06/21/19 06/27/19 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 20181040.0181 Sandy Lean Clay with Flyash ASTM D698 18.2 106.8 17.2-21.2 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) Stoney Brook Road Flyash Tilling 304 Attachment #1 -0' 1 8" 124.8 20.5 19.7 104.3 98 305 Attachment #2 -0' 1 8" 124.7 18.7 17.6 106.0 99 FIELD DENSITY TESTING REPORT Report Number: 20181040.0179 Service Date: 06/21/19 1901 Sharp Point Dr, Ste C Report Date: 06/27/19 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: Rory with Connell Contractor: Connell 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 Reviewed By: ____________________________________ (1) Terracon Consultants, Inc., Eric Bernhardt 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 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0182 06/24/19 06/27/19 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) Triliby Sewer backfill 301 East of Triliby and Kyle intersection, 40' East of intersection -2' 1 8 123.4 17.9 17.0 105.5 98 Comments: Datum: Std. Cnt. M: 620 Std. Cnt. D: 2244 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: Taylor w/ Signature Construction 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 1 306 Attachment #3 -0' 1 8" 125.1 18.6 17.5 106.5 100 Comments: Datum: 0'=road sub-grade Std. Cnt. M: 538 Std. Cnt. D: 1770 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: (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 Datum: 0= Finish subgrade elevation Std. Cnt. M: 535 Std. Cnt. D: 1775 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: 420 Std. Cnt. D: 2630 Test and/or retest results on this report meet project requirements as noted above. S/N: 2157 Make: Instrotek Model: 3500 Xplorer Last Cal. Date: 01/02/2019 Services: Reported To: Contractor: Jeff 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.: 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 1 267 190' North of Trilby -2' 2 8 132.9 22.5 20.4 110.4 97 On site utilities 268 See attachments 0' 1 8 129.4 18.9 17.1 110.5 99 269 See attachments 0' 1 8 122.2 16.1 15.2 106.1 95 Comments: Datum: 0= Finish subgrade elevation Std. Cnt. M: 420 Std. Cnt. D: 2630 Test and/or retest results on this report meet project requirements as noted above. S/N: 2157 Make: Instrotek Model: 3500 Xplorer Last Cal. Date: 01/02/2019 Services: Reported To: Contractor: Weston 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 -1' 1 8" 120.4 17.6 17.1 102.8 95 273 25' west of manhole on the SE corner of property -0' 1 8" 124.5 15.6 14.3 108.9 101 Portner Drive sewer backfill 274 Point 10+75 -2' 2 8" 129.9 20.9 19.2 109.0 96 275 Point 10+25 -1' 2 8" 131.0 23.2 21.5 107.8 95 Comments: Datum: 0'=finish sub-grade Std. Cnt. M: 544 Std. Cnt. D: 1766 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: (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 Datum: 0'= finish road grade Std. Cnt. M: 540 Std. Cnt. D: 1791 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: (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'=road finish gradde Std. Cnt. M: 538 Std. Cnt. D: 1770 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 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: 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 Jason with 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 Datum: 0'=road finish grade Std. Cnt. M: 538 Std. Cnt. D: 1770 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: (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 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 Jason with 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 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 Jason with 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 Comments: Datum: 0'=road finish grade Std. Cnt. M: 538 Std. Cnt. D: 1770 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 0' 1 8 133.7 20.4 18.0 113.3 100 271 West of North entrance to FOCO Utilities -1' 1 8 131.7 21.7 19.7 110.0 97 Comments: Datum: 0= Finsih subgrade elevation Std. Cnt. M: 425 Std. Cnt. D: 2647 Test and/or retest results on this report meet project requirements as noted above. S/N: 2157 Make: Instrotek Model: 3500 Xplorer Last Cal. Date: 01/02/2019 Services: Reported To: Contractor: Jeff 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.: 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 On site utilities 279 See attachments 0' 2 8 128.7 17.9 16.2 110.8 99 280 See attachments 0' 2 8 124.7 18.3 17.2 106.4 95 281 See attachments 0' 2 8 123.8 15.7 14.5 108.1 97 282 See attachments 0' 2 8 125.7 16.6 15.2 109.1 98 Comments: Datum: 0= Finish subgrade elevation Std. Cnt. M: 538 Std. Cnt. D: 1775 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: Weston 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: 538 Std. Cnt. D: 1775 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 -1' 1 8 131.4 18.5 16.4 112.9 100 308 35' West of Kyle and Triliby intersection -3' 1 8 129.3 17.9 16.1 111.4 98 Comments: Datum: Std. Cnt. M: 617 Std. Cnt. D: 2210 Test and/or retest results on this report meet project requirements as noted above. The percent moisture reuqirements for tests 307 and 308 are not required due to the material acheiveing the minimum percent compaction. S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019 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.: 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 -1' 1 8 131.2 18.8 16.7 112.4 99 303 10' East of Kyle and Triliby intersection -2' 1 8 132.4 19.3 17.1 113.1 100 Comments: Datum: Std. Cnt. M: 620 Std. Cnt. D: 2244 Test and/or retest results on this report meet project requirements as noted above. The percent moisture reuqirements for tests 302 and 303 are not required due to the material acheiveing the minimum percent compaction. S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019 Services: Reported To: Contractor: Taylor w/ Signature Construction 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 Datum: 0= Finish subgrade elevation Std. Cnt. M: 535 Std. Cnt. D: 1775 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