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Home My WebLink AboutLAKEVIEW ON THE RISE SUBDIVISION - Filed FDT-FIELD DENSITY TEST - 2019-05-03FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0056 03/01/19 03/04/19 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 20181040.0019 Sandy lean clay ASTM D698 15.9 106.4 14.9 - 18.9 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) Sewer Line Between A-3 and A-4 105 Approx. 5' North Of Manhole A-3 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0059 03/05/19 03/07/19 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 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1 - 19.1 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) Sewer Line Between Manhole A-4 and A-5 113 Approx. 70' West of Manhole A-4 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0060 03/06/19 03/07/19 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 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1 - 19.1 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) Building 3, Sanitary Sewer Line 115 Approx. 10' South Of Proposed Building 3 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0060 03/06/19 03/14/19 Earthwork Revision 1 - Update location 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 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1 - 19.1 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) Building 3, Sanitary Sewer Line 115 Approx. 10' South Of Proposed FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0061 03/06/19 03/07/19 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 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1 - 19.1 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) Sewer Line Between Manhole A-4 and A-5 121 Approx. 100' East Of ManHole A-5 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0063 03/07/19 03/07/19 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) Storm sewer backfill on Lorien and Debra intersection 124 15' East of Manhole -2' 1 8 121.9 14.8 13.8 107.1 99 Service line for building 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0067 03/12/19 03/14/19 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 20181040.0026 Sandy Lean Clay ASTM D698 16.1 105.6 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) Sewerline Backfill 133 30' East of B1 -4' 1 8 120.4 15.1 14.3 105.3 100 134 100' East of B1 -4' 1 8 121.7 17.8 17.1 103.9 98 135 150' East x 10' N of B1 -4' 1 8 120.7 15.8 15.1 104.9 99 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0068 03/12/19 03/14/19 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 20181040.0026 Sandy Lean Clay ASTM D698 16.1 105.6 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) Sewer line backfill: East of B1 136 20' East of B1 -3' 1 8 121.5 17.7 17.1 103.8 98 137 100' East of B1 -3' 1 8 122.6 17.7 16.9 104.9 99 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0069 03/18/19 03/22/19 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 20181040.0043 Brown Sandy Lean Clay ASTM D698 15.1 107.5 14.1 - 18.1 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) Water Line Trench Backfill 141 20' West of Sta. C 8-99 -4' 1 8 122.7 16.4 15.4 106.3 99 142 40' North of Manhole 4 -4' 1 8 121.7 16.9 16.1 104.8 97 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0071 03/19/19 03/22/19 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 20181040.0043 Brown Sandy Lean Clay ASTM D698 15.1 107.5 14.1 - 18.1 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) Sewer Line Trench Backfill 144 100' North of Manhole 4 -2' 1 8 123.3 17.3 16.3 106.0 99 145 50' North of Manhole 4 -2' 1 8 120.0 17.5 17.1 102.5 95 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0072 03/19/19 03/22/19 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 20181040.0043 Brown Sandy Lean Clay ASTM D698 15.1 107.5 14.1 - 18.1 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) Sewer Line Trench Backfill 148 20' South of Mahole 4 -1' 1 8 122.7 16.3 15.3 106.4 99 149 5' North of Manhole 4 -1' 1 8 123.2 17.2 16.2 106.0 99 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0075 03/21/19 03/26/19 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 20181040.0026 Sandy Lean Clay ASTM D698 16.1 105.6 15.1 - 19.1 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) A-6 storm sewer manhole 163 15' E of a-6 manhole -2' 1 8 115.9 15.7 15.7 100.2 95 164 3' E of A-6 manhole -5' 1 8 121.9 18.7 18.1 103.2 98 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0076 03/21/19 03/26/19 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 20181040.0043 Brown Sandy Lean Clay ASTM D698 15.1 107.5 14.1 - 18.1 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) Manhole Backfill 154 5' East of Manhole A6 -2' 1 8 119.1 16.8 16.4 102.3 95 155 20' South of Manhole A6 -1' 1 8 116.5 14.6 14.3 101.9 95 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0078 03/22/19 03/26/19 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 20181040.0043 Brown Sandy Lean Clay ASTM D698 15.1 107.5 14.1 - 18.1 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) Manhole Backfill 159 5' South of Manhole B1 -1' 1 8 119.7 16.9 16.4 102.8 96 160 5' East of Manhole B3 -1' 1 8 121.4 16.0 15.2 105.4 98 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0079 03/25/19 03/28/19 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) Sewer Line Backfill 165 Approx 40' East and 80' South of South West Corner Of FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0082 03/26/19 04/02/19 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 20181040.0004 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) Waterline backfill N-S along Debra Drive 172 Intersection of Lorien Ln & Debra Dr FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0083 03/26/19 04/02/19 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 20181040.0004 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) Waterline backfill 180 200' S of interection for Lorien Ln FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0091 04/01/19 04/05/19 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) Stoney brook rd water main backfill 189 pt. 16+50 -1' 1 8" 121.7 16.0 15.1 105.7 95 190 pt. 17+50 -1' 1 8" 121.5 15.2 14.3 106.3 95 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0093 04/02/19 04/05/19 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) Waterline backfill 197 Stoney Brook Rd & Debra Dr intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0094 04/02/19 04/05/19 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) Waterline backfill 198 Stoney Brook Rd & Debra Dr intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0095 04/03/19 04/05/19 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) Mainline waterline backfill 200 Lorien Ln & Debra Dr intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0096 04/03/19 04/05/19 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) Mainline waterline backfill 202 100' Lorien Ln & Debra Dr intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0097 04/04/19 04/05/19 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) Waterline mainline backfill 204 25' W of Rohan Rd & Lorien Ln intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0098 04/04/19 04/05/19 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) Mainline waterline backfill 206 50' S of Rohan Rd & Lorien Ln intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0100 04/05/19 04/15/19 Earthwork Revision 1 - Update report with areas 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) Stoney Brooke water mainline 211 150' E of intersection of Toney FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0104 04/16/19 04/23/19 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) Lorien Lane, Between Building 1 and 14 215 Station 11+98 -1' 1 8" 128.9 18.6 16.9 110.3 99 216 Station 12+00 -1' 1 8" 125.2 16.4 15.1 108.8 97 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0105 04/17/19 04/23/19 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 20181040.0002 Sandy lean clay ASTM D698 16.1 107.8 15.1-19.1 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) Baggins drive water main backfill. 217 pt. 12+00 -2' 1 8" 130.0 20.1 18.3 109.9 98 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0112 04/26/19 05/02/19 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 20181040.0004 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) Debra Dr Mainline waterline, N end of project site. 229 30' S of property line -2' 1 8 126.7 18.0 16.6 108.7 97 230 25' S of property line -1' 1 8 125.3 17.6 16.3 107.7 96 231 28' S of property line 0 1 8 126.0 18.6 17.3 107.4 96 Comments: Datum: Std. Cnt. M: 610 Std. Cnt. D: 2220 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: 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.: 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 Lorien lane water main backfill 218 pt. 14+10 -2' 2 8" 123.4 19.6 18.9 103.8 96 219 pt. 17+00 -2' 2 8" 122.6 19.1 18.5 103.5 96 Comments: Datum: 0'= finished sub-grade Std. Cnt. M: 242 Std. Cnt. D: 2673 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: 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.: 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: -1' = From Grade Std. Cnt. M: 619 Std. Cnt. D: 1972 Test and/or retest results on this report meet project requirements as noted above. S/N: 32847 Make: Troxler Model: 3430 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.: Taylor Keller 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 Brooke and Laurien Ln -1' 1 8 127.9 18.8 17.2 109.1 98 212 150' E of intersection of Toney Brooke and Laurien Ln 0 1 8 125.8 17.9 16.6 107.9 97 Rohan rd waterline 213 200' S of Rohan and Debra Dr 0 1 8 129.9 19.5 17.7 110.4 99 Comments: Datum: Std. Cnt. M: 618 Std. Cnt. D: 2248 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 0 1 8 128.9 19.4 17.7 109.5 98 207 50' S of Rohan Rd & Lorien Ln intersection -1' 1 8 130.6 19.8 17.9 110.8 99 208 Building 8 & 9 water services -1' 1 8 129.0 19.8 18.1 109.2 98 Comments: Datum: Std. Cnt. M: 615 Std. Cnt. D: 2275 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 -1 1 8 130.9 20.0 18.0 110.9 99 205 25' W of Rohan Rd & Lorien Ln intersection 0 1 8 129.3 20.0 18.3 109.3 98 Comments: Datum: Std. Cnt. M: 615 Std. Cnt. D: 2275 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 -1' 1 8 129.2 18.6 16.8 110.6 99 203 100' Lorien Ln & Debra Dr intersection 0 1 8 127.2 17.9 16.4 109.3 98 Comments: Datum: Std. Cnt. M: 617 Std. Cnt. D: 2262 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 -1' 1 8 128.3 17.9 16.2 110.4 99 201 Lorien Ln & Debra Dr intersection 0 1 8 129.0 19.8 18.1 109.2 98 Comments: Datum: Std. Cnt. M: 617 Std. Cnt. D: 2262 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 0 1 8 125.0 15.7 14.4 109.3 98 199 Stoney Brook Rd & Debra Dr intersection, 50' E 0 1 8 128.3 18.4 16.7 109.9 98 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: 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 -1' 1 8 123.3 17.2 16.2 106.1 95 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: 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 1 191 pt. 16+50 -0' 1 8" 126.4 16.3 14.8 110.1 99 192 pt. 17+50 -0' 1 8" 126.0 17.5 16.1 108.5 97 Comments: Datum: 0'=finish sub-grade. Std. Cnt. M: 542 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 0 1 8 125.0 15.7 14.4 109.3 98 Comments: Datum: Std. Cnt. M: 622 Std. Cnt. D: 2258 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 0 1 8 129.3 18.5 16.7 110.8 99 173 Intersection of Lorien Ln & Debra Dr -1' 1 8 125.9 17.5 16.1 108.4 97 174 50' S of interection for Lorien Ln 0 1 8 130.3 19.2 17.3 111.1 99 175 50' S of interection for Lorien Ln -1' 1 8 126.5 18.3 16.9 108.2 97 176 100' S of interection for Lorien Ln 0 1 8 124.9 17.3 16.1 107.6 96 177 100' S of interection for Lorien Ln -1' 1 8 126.8 17.3 15.8 109.5 98 178 150'' S of interection for Lorien Ln 0 1 8 127.3 18.6 17.1 108.7 97 179 150'' S of interection for Lorien Ln -1' 1 8 126.8 16.9 15.4 109.9 98 Comments: Datum: Std. Cnt. M: 622 Std. Cnt. D: 2283 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 Building 15 0' 1 8 129.6 18.2 16.3 111.4 100 166 Approx 80' South anf 120' East Of South West Corner of Building 15 0' 1 8 130.4 19.6 17.7 110.8 99 167 Approx. 40' West and 30' North Of South West Corner of Community Building 0' 1 8 127.2 19.3 17.9 107.9 97 Building 15 Utility Service Backfill 168 Approx. 10' South and 40' East Oos South West Corner of Building 15 0' 1 8 130.0 20.0 18.2 110.0 98 Comments: Datum: 0' = Subgrade Std. Cnt. M: 619 Std. Cnt. D: 1973 Test and/or retest results on this report meet project requirements as noted above. S/N: 32847 Make: Troxler Model: 3430 Last Cal. Date: 01/16/2019 Services: Reported To: Contractor: Hank & Jeff 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.: Taylor Keller 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 1 161 10' South of Sewer Main Manhole -1' 1 8 122.5 17.9 17.1 104.6 97 162 5' West of North Sewer Main Manhole -2' 1 8 123.0 16.3 15.3 106.7 99 Comments: Datum: 0'= Finished Grade Test and/or retest results on this report meet project requirements as noted above. S/N: 36144 Make: Troxler Model: 3430 Last Cal. Date: 12/12/2018 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.: Christian Hershberger 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 Retest of Test 147 156 50' South of Manhole 4 -2' 1 8 123.5 16.7 15.6 106.8 99 Comments: Datum: 0'= Finished Grade Test and/or retest results on this report meet project requirements as noted above. S/N: 36144 Make: Troxler Model: 3430 Last Cal. Date: 12/12/2018 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.: Christian Hershberger 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: Std. Cnt. M: 624 Std. Cnt. D: 2284 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 1 150 50' North of Manhole 4 -1' 1 8 123.6 18.0 17.0 105.6 98 Comments: Datum: 0'= Finished Grade Test and/or retest results on this report meet project requirements as noted above. S/N: 36144 Make: Troxler Model: 3430 Last Cal. Date: 12/12/2018 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.: Christian Hershberger 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 1 146 5' North of Manhole 4 -2' 1 8 120.7 16.1 15.4 104.6 97 147 50' South of Manhole 4 -2' 1 8 119.5 14.3 13.6 * 105.2 98 Comments: Datum: 0'= Finished Grade An asterisk (*) appears next to the test results which do not meet the project requirements as noted above. S/N: 36144 Make: Troxler Model: 3430 Last Cal. Date: 12/12/2018 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.: Christian Hershberger 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 1 143 5' North of Manhole 4 -4' 1 8 121.1 15.5 14.7 105.6 98 Comments: Datum: 0'= Finished Grade Test and/or retest results on this report meet project requirements as noted above. S/N: 36144 Make: Troxler Model: 3430 Last Cal. Date: 12/12/2018 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.: Christian Hershberger 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 1 138 3' S of B1 -3' 1 8 120.7 16.4 15.7 104.3 99 Building sub grade backfill 139 Building 14 Nw corner -1' 1 8 121.8 17.1 16.3 104.7 99 140 Building 18 Center of pad 0 1 8 119.5 14.4 13.7 105.1 100 Comments: Datum: Std. Cnt. M: 626 Std. Cnt. D: 2262 Test and/or retest results on this report meet project requirements as noted above. The percent moisture requirements for test number 140 is 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: Hank & Jeff 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.: 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 Comments: Datum: Std. Cnt. M: 2262 Std. Cnt. D: 626 Test and/or retest results on this report meet project requirements as noted above. The percent moisture requirements for test number 133 is not required to the material acheiving the minimum percent compaction. S/N: 60674 Make: Troxler Model: 3430 Last Cal. Date: 01/31/2019 Services: Reported To: Contractor: Hank 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.: 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 1 125 25' North of manhole -2' 1 8 115.9 17.2 17.4 * 98.7 91 * Storm sewer backfill on Lorien and Debra intersection 126 30' West of Manhole -2' 1 8 121.4 18.0 17.4 * 103.4 96 Comments: Datum: 0= Finish subgrade elevation An asterisk (*) appears next to the test results which do not meet the 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 -3' 1 8 125.3 19.8 18.8 105.5 98 122 Approx. 20' East Of Manhole A-5 -3' 1 8 125.2 19.1 18.0 106.1 98 Sewer Line Between A-5 and A-6 123 Approx. 50' West Of Manhole A-5 -3' 1 8 125.1 20.0 19.0 105.1 97 Comments: Datum: Test and/or retest results on this report meet project requirements as noted above. S/N: Make: Model: Last Cal. Date: Services: Reported To: Contractor: Hank & Jeff 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.: Taylor Keller 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 Building 3 -3' 1 8 124.1 19.1 18.2 105.0 97 Building 10, Sewer Service Line 116 Approx 15' North and 15' East Of Northeast Corner Of Proposed Building 10 -5' 1 8 125.3 20.0 19.0 105.3 98 117 Approx 15' North and 15' East Of Northeast Corner Of Proposed Building 10 -3' 1 8 125.9 19.9 18.8 106.0 98 Sewer Line Between Manhole A-4 and A-5 118 Approx. 80' East of Manhole A-5 -5 1 8 125.3 19.2 18.1 106.1 98 119 Approx. 60' East of Manhole A-5 -3' 1 8 127.0 20.3 19.0 106.7 99 120 Approx. 40' West of Manhole A-5 -5' 1 8 123.9 19.4 18.6 104.5 97 Comments: Datum: 0' = Finished Grade Std. Cnt. M: 619 Std. Cnt. D: 1972 Test and/or retest results on this report meet project requirements as noted above. S/N: 32847 Make: Troxler Model: 3430 Last Cal. Date: 01/16/2019 Services: Reported To: Contractor: Hank & Jeff 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.: Taylor Keller 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 8 124.1 19.1 18.2 105.0 97 Building 10, Water Service Meter 116 Approx 15' North and 15' East Of Northeast Corner Of Proposed Building 10 -5' 1 8 125.3 20.0 19.0 105.3 98 117 Approx 15' North and 15' East Of Northeast Corner Of Proposed Building 10 -3' 1 8 125.9 19.9 18.8 106.0 98 Sewer Line Between Manhole A-4 and A-5 118 Approx. 80' East of Manhole A-5 -5 1 8 125.3 19.2 18.1 106.1 98 119 Approx. 60' East of Manhole A-5 -3' 1 8 127.0 20.3 19.0 106.7 99 120 Approx. 40' West of Manhole A-5 -5' 1 8 123.9 19.4 18.6 104.5 97 Comments: Datum: 0' = Finished Grade Std. Cnt. M: 619 Std. Cnt. D: 1972 Test and/or retest results on this report meet project requirements as noted above. S/N: 32847 Make: Troxler Model: 3430 Last Cal. Date: 01/16/2019 Services: Reported To: Contractor: Hank & Jeff 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.: Taylor Keller 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 -5' 1 8 123.4 19.7 19.0 103.7 96 114 Approx. 80' West of Manhole A-4 -3' 1 8 122.3 19.4 18.9 102.9 95 Comments: Datum: 0' = Finished Grade Std. Cnt. M: 619 Std. Cnt. D: 1972 Test and/or retest results on this report meet project requirements as noted above. S/N: 32847 Make: Troxler Model: 3430 Last Cal. Date: 01/16/2019 Services: Reported To: Contractor: Hank & Jeff 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.: Taylor Keller 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 -2' 1 8 124.5 19.4 18.5 105.1 99 106 Approx. 110' North Of Manhole A-3 -2' 1 8 121.0 17.7 17.1 103.3 97 107 Approx. 50' South Of Manhole A-4 -3' 1 8 121.5 18.5 18.0 103.0 97 Sewer Line Between Manhole A-4 and A-5 108 Approx. 4' West Of Manhole A-4 -3' 1 8 120.7 18.7 18.3 102.0 96 109 Approx. 80' West Of Manhole A-4 -5' 1 8 120.6 18.3 17.9 102.3 96 110 Approx. 10' South Of Station 17+21.30, 39.72 LT -5' 1 8 123.8 18.3 17.3 105.5 99 111 Retest # 83 -1' 2 8 122.1 19.5 19.0 102.6 99 112 Retest # 84 0' 2 8 122.5 19.5 18.9 103.0 99 Comments: Datum: 0'=Finished Grade Std. Cnt. M: 614 Std. Cnt. D: 1945 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: Hank & Jeff 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.: Taylor Keller 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