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HomeMy WebLinkAboutLAKEVIEW ON THE RISE - Filed FDT-FIELD DENSITY TEST - 2019-07-31FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0206 07/08/19 07/08/19 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) Sewer Line Backfill, Trilby Rd East of Lynn Dr 330 Station 38+00 -2' 1 8 132.3 21.3 19.2 111.0 98 331 Station 36+00 -1' 1 8 136.0 22.7 20.0 113.3 100 HMAC FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: Client 20181040.0246 07/24/19 07/30/19 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) Asphalt repaving on Triliby 17 Center of Repaving, Center of Triliby and Lynn Dr intersection Top 1 147.1 95 18 South edge of Repaiving, 150' West of Trilby and Lynn Dr intersection Top 1 145.9 95 19 North edge of Repaving, 155' West of Trilby and Lynn Dr Report Number: Service Date: Report Date: Task: Client Fort Collins, CO 6740 South College Avenue Signature Construction LLC Lakeview on the Rise Apartment Development Attn: Matt Boyle 720 3rd Ave SW Carmel, IN 46032-2036 970-484-0359 Fort Collins, CO 80525-4429 1901 Sharp Point Dr, Ste C Concrete 20181040.0148 06/06/19 07/08/19 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: 20181040 Specified Strength: 28 days Mix ID: Supplier: Batch Time: Truck No.: 7456120 Aggregate Industries Material Information 1345 689 Plant: Ticket No.: 83453550 Field Test Data Test Air Content (%): Result Specification 4 1/2 3.0-5.0 5.8 4.5-7.5 79 83 142.4 4,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: 06/06/19 Sample Time: 1430 Christopher Rivera Clear; Hot 10 10 Sample obtained in inlet base along South end of Stoney Brook Sample Location: CT0020, 10-28-11, Rev.0 Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development Attn: Matt Boyle Report Number: 20181040.0148 720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C Carmel, IN 46032-2036 Date: 06/06/19 Fort Collins, CO 80525-4429 Scale: Not to Scale 970-484-0359 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0188 06/26/19 07/08/19 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) Asphalt subgrade in road 325 Debra Drive, 25' North of Lorien Ln intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0191 06/27/19 07/08/19 Earthwork Revision 1 - Update locations 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 326 100' West of Kyle and Triliby FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0200 07/02/19 07/08/19 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 utilities backfill 318 pt. 34+05 -2' 1 8" 133.5 20.4 18.0 113.1 100 319 pt. 35+10 -4' 1 8" 129.3 20.0 18.3 109.3 96 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0192 06/28/19 07/02/19 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 20181040.0153 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 Utilities Backfill 309 pt. 29+60 -3' 1 8" 133.5 20.4 18.0 113.1 100 Comments: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0195 07/01/19 07/02/19 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 20181040.0153 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 Utility Backfill 310 pt. 30+90 -2' 1 8" 133.1 20.6 18.3 112.5 99 311 pt. 31+00 (NE of Manhole) -5' 1 8" 135.2 21.3 18.7 113.9 100 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0196 07/01/19 07/02/19 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 20181040.0153 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 Utility Backfill 312 pt. 32+10 -4' 1 8" 133.3 20.7 18.4 112.6 99 313 pt. 31+90 -2' 1 8" 132.5 20.6 18.4 111.9 99 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0217 07/11/19 07/16/19 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) Triliby Sewer Backfill 345 40' East of Debra Dr & Triliby Intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0248 07/24/19 07/26/19 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 20181040.0153 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) Trilby and Debra Dr sewer backfill 366 25' South of Debra and Gary Dr intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0250 07/25/19 07/26/19 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 20181040.0223 Recycled concrete Base ASTM D698 8.8 119.0 5.8-11.8 Min 95 Field Test Data No. Test Location Elev. No. Test Lift / Mat. Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in) (pcf) (pcf) (pcf) Off site utilites on Debra Dr 365 South of mailboxes West of manhole FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0247 07/23/19 07/25/19 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) Triliby and Debra Sewer backfill 363 Debra Dr and Gary St intersection, 15' N of Report Number: Service Date: Report Date: Task: Client Fort Collins, CO 6740 South College Avenue Signature Construction LLC Lakeview on the Rise Apartment Development Attn: Matt Boyle 720 3rd Ave SW Carmel, IN 46032-2036 970-484-0359 Fort Collins, CO 80525-4429 1901 Sharp Point Dr, Ste C Concrete 20181040.0231 07/18/19 07/26/19 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: 20181040 Specified Strength: 28 days Mix ID: Supplier: Batch Time: Truck No.: A4335 Martin Marietta Materials Material Information 0835 1917 Plant: Ticket No.: 49160810 Field Test Data Test Air Content (%): Result Specification 1 1/2 1.0-3.0 5.9 5.0-8.0 82 75 146.7 4,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: 07/18/19 Sample Time: 0910 Douglas Novosad Sunny 60/150 10 East side of road, in front of SW corner of building 10 Sample Location: Report Number: Service Date: Report Date: Task: Client Fort Collins, CO 6740 South College Avenue Signature Construction LLC Lakeview on the Rise Apartment Development Attn: Matt Boyle 720 3rd Ave SW Carmel, IN 46032-2036 970-484-0359 Fort Collins, CO 80525-4429 1901 Sharp Point Dr, Ste C Concrete 20181040.0232 07/18/19 07/26/19 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: 20181040 Specified Strength: 28 days Mix ID: Supplier: Batch Time: Truck No.: A4335 Martin Marietta Materials Material Information 0600 1918 Plant: Ticket No.: 49160781 Field Test Data Test Air Content (%): Result Specification 1 1/2 1.0-3.0 6.0 5.0-8.0 80 64 145.2 4,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: 07/18/19 Sample Time: 0630 Christopher Rivera Clear; Hot 10/150 10 Sample Location: See attachment Placement Method: Curb Machine Water Added Before (gal): CT0020, 10-28-11, Rev.0 Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development Attn: Matt Boyle Report Number: 20181040.0232 720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C Carmel, IN 46032-2036 Date: 07/18/19 Fort Collins, CO 80525-4429 Scale: Not to Scale 970-484-0359 Report Number: Service Date: Report Date: Task: Client Fort Collins, CO 6740 South College Avenue Signature Construction LLC Lakeview on the Rise Apartment Development Attn: Matt Boyle 720 3rd Ave SW Carmel, IN 46032-2036 970-484-0359 Fort Collins, CO 80525-4429 1901 Sharp Point Dr, Ste C Concrete 20181040.0234 07/18/19 07/26/19 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: 20181040 Specified Strength: 28 days Mix ID: Supplier: Batch Time: Truck No.: A4335 Martin Marietta Materials Material Information 1040 0306 Plant: Ticket No.: 49160832 Field Test Data Test Air Content (%): Result Specification 2 1.0-3.0 6.2 5.0-8.0 83 90 146.2 4,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: 07/18/19 Sample Time: 1130 Douglas Novosad Sunny 120/150 10 West side of road, by the NE corner of building 12 Sample Location: FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0214 07/10/19 07/12/19 Earthwork 1901 Sharp Point Dr, Ste C Fort Collins, CO 80525-4429 970-484-0359 Client Signature Construction LLC Attn: Matt Boyle 720 3rd Ave SW Carmel, IN 46032-2036 Lakeview on the Rise Apartment Development 6740 South College Avenue Fort Collins, CO Project Project Number: 20181040 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description Test Method (pcf) 1 20181040.0153 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) Sewer Line Backfill West Side of Lynn Rd 339 Station 39+00 -0' 1 8 134.0 21.7 19.3 112.3 99 340 Station 39+50 -1' 1 8 133.4 22.7 20.5 110.7 98 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0217 07/11/19 07/16/19 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) Triliby Sewer Backfill 345 40' East of Debra Dr & Triliby Intersection FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0210 07/09/19 07/11/19 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) Offsite Sewer Line Backfill 333 Station 39+50 -3' 1 8 127.2 20.6 19.3 106.6 99 334 Station 39+50 -2' 1 8 124.6 19.8 18.9 104.8 97 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0219 07/12/19 07/17/19 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 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 near Trilby Rd and Debra Dr 349 Station 42+00 -4' 1 8 132.3 21.9 19.8 110.4 97 350 Station 42+30 -3' 1 8 135.5 24.0 21.5 111.5 98 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0233 07/18/19 07/23/19 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 20181040.0160 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) Sewerline backfill Along Trilby 358 Triliby and Debra intersection 0 1 8 124.4 17.8 16.7 106.6 99 359 Triliby and Debra intersection, FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 20181040.0242 07/19/19 07/23/19 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 20181040.0153 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) Debra Dr Sewer backfill 361 Intersection for Debra Dr and Trilby storm pan running along Trilby West to East. 0 1 8 132.9 20.5 18.2 112.4 99 362 40' South of prevoious test -2' 1 8 134.7 21.6 19.1 113.1 100 Comments: Datum: Std. Cnt. M: 620 Std. Cnt. D: 2247 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: Juan 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.: 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 5' South of center of intersection -4' 1 8 124.1 18.2 17.2 105.9 98 360 Triliby and Debra intersection, 10' South of center of intersection -3' 1 8 124.0 17.8 16.8 106.2 98 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: 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 1 351 Station 42+50 -2' 1 8 134.7 22.9 20.5 111.8 99 352 Station 42+00 -1' 1 8 134.0 23.1 20.8 110.9 98 353 Station 42+30 -0' 1 8 136.0 23.7 21.1 112.3 99 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: 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.: 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 1 335 Station 39+50 -1' 1 8 125.5 20.0 19.0 105.5 98 336 Station 39+50 -0' 1 8 124.7 20.3 19.4 104.4 97 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: 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.: 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 8 129.3 19.8 18.1 109.5 97 346 37' East of Debra Dr & Triliby Intersection -1' 1 8 131.3 20.4 18.4 110.9 98 Comments: Datum: Std. Cnt. M: 623 Std. Cnt. D: 2217 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 1 341 Station 39+00 -2' 1 8 131.6 22.8 21.0 108.8 96 342 Station 39+50 -3' 1 8 131.4 22.1 20.2 109.3 96 343 Station 39+00 -4' 1 8 130.8 20.3 18.4 110.5 97 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: Make: Model: Last Cal. Date: 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.: 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 Placement Method: Curb Machine Water Added Before (gal): Water Added After (gal): Accumulative Yards: Batch Size (cy): Debra Drive both East and West Curb and Gutter Placement Location: Laboratory Test Data Set Avg Diam. Area Date Weight Date Test Age at Load Maximum Strength Compressive Fracture No. ID Specimen (in) (sq in) Received Tested (days) (lbs) (psi) Type Tested (lbs) By 12 1 4.00 12.57 8.64 07/25/19 7 48,540 3,860 3 12 2 8.64 08/15/19 28 12 3 8.60 08/15/19 28 12 4 8.68 08/15/19 28 Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: 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 Craig L. Nelson Project Manager Connell JC w/ TCS Concrete Reviewed By: Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 Terracon Rep.: Douglas Novosad 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. CR0001, 11-16-12, Rev.6 Page 1 of 1 Water Added After (gal): Accumulative Yards: Batch Size (cy): Placement Location: Curb and gutter along Laboratory Test Data Set Avg Diam. Area Date Weight Date Test Age at Load Maximum Strength Compressive Fracture No. ID Specimen (in) (sq in) Received Tested (days) (lbs) (psi) Type Tested (lbs) By 10 1 4.00 12.57 07/19/19 8.60 07/25/19 7 51,690 4,110 3 10 2 07/19/19 8.64 08/15/19 28 10 3 07/19/19 8.64 08/15/19 28 10 4 07/19/19 8.58 08/15/19 28 Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: 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 Craig L. Nelson Project Manager Connell Christian w/ Martin Marietta Reviewed By: Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 Terracon Rep.: Christopher Rivera 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. CR0001, 11-16-12, Rev.6 Page 1 of 1 Placement Method: Curb Machine Water Added Before (gal): Water Added After (gal): Accumulative Yards: Batch Size (cy): Debra Drive both East and West Curb and Gutter Placement Location: Laboratory Test Data Set Avg Diam. Area Date Weight Date Test Age at Load Maximum Strength Compressive Fracture No. ID Specimen (in) (sq in) Received Tested (days) (lbs) (psi) Type Tested (lbs) By 11 1 4.00 12.57 8.70 07/25/19 7 54,570 4,340 3 11 2 8.64 08/15/19 28 11 3 8.64 08/15/19 28 11 4 8.68 08/15/19 28 Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: 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 Craig L. Nelson Project Manager Connell JC w/ TCS Concrete Reviewed By: Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 Terracon Rep.: Douglas Novosad 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. CR0001, 11-16-12, Rev.6 Page 1 of 1 intersection in center of Debra Dr 0 1 8 133.6 20.4 18.0 113.2 100 364 Debra Dr and Gary St intersection, 13' N of intersection in center of Debra Dr -1' 1 0 132.9 20.5 18.2 112.4 99 Comments: Datum: Std. Cnt. M: 618 Std. Cnt. D: 2257 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: Juan 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.: 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 8 126.1 12.3 10.8 113.8 96 Comments: Datum: 0= Finish subgrade elevation Std. Cnt. M: 548 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: 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 0 1 8 133.3 21.2 18.9 112.1 99 367 35' South of Debra and Gary Dr intersection -2' 1 8 132.1 20.7 18.6 111.4 98 Comments: Datum: Std. Cnt. M: 685 Std. Cnt. D: 2284 Test and/or retest results on this report meet project requirements as noted above. S/N: 28849 Make: Troxler Model: 3430 Last Cal. Date: 01/02/2019 Services: Reported To: Contractor: Juan 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.: 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 -2' 1 8 129.3 19.8 18.1 109.5 97 346 37' East of Debra Dr & Triliby Intersection -1' 1 8 131.3 20.4 18.4 110.9 98 Comments: Datum: Std. Cnt. M: 623 Std. Cnt. D: 2217 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 Comments: Datum: 0'= road finish grade Std. Cnt. M: 634 Std. Cnt. D: 1943 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: Juan 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 grade Std. Cnt. M: 634 Std. Cnt. D: 1943 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: 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 Datum: 0'= road finish grade Std. Cnt. M: 543 Std. Cnt. D: 1771 Test and/or retest results on this report meet project requirements as noted above. S/N: 17271 Make: Troxler Model: 3440 Last Cal. Date: 01/16/2019 Services: Reported To: Contractor: Juan with Connel Connell Craig L. Nelson Project Manager Report Distribution: (1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel (1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine (1) Terracon Consultants, Inc., Eric Bernhardt Reviewed By: Terracon Rep.: Quinn Zamora Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 1 Comments: Datum: 0'=road finish grade Std. Cnt. M: 424 Std. Cnt. D: 4274 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: 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 intesection -2 1 8 123.1 17.7 16.8 105.4 98 327 90' West of Kyle and Triliby intesection -1 1 8 122.0 17.3 16.5 104.7 97 Comments: Datum: Std. Cnt. M: 620 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 0 1 8 126.1 19.3 18.1 106.8 100 Comments: Datum: Std. Cnt. M: 622 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: 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.: 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 Placement Method: Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards: Batch Size (cy): Placement Location: See attached diagram Laboratory Test Data Set Avg Diam. Area Date Weight Date Test Age at Load Maximum Strength Compressive Fracture No. ID Specimen (in) (sq in) Received Tested (days) (lbs) (psi) Type Tested (lbs) By 4 1 4.00 12.57 06/07/19 8.46 06/13/19 7 46,240 3,680 3 4 2 4.00 12.57 06/07/19 8.46 07/04/19 28 58,200 4,630 3 BA 4 3 4.00 12.57 06/07/19 8.42 07/04/19 28 57,790 4,600 3 BA 4 4 4.00 12.57 06/07/19 8.52 07/04/19 28 57,830 4,600 3 BA Average (28 days) 4,610 Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: 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 Craig L. Nelson Project Manager Connell Weston w/ Connell Reviewed By: Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 Terracon Rep.: Christopher Rivera 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. CR0001, 11-16-12, Rev.6 Page 1 of 1 intersection Top 1 145.3 94 20 20' East of Trilby and Debra intersection, Center of paving Top 1 145.2 94 Comments: Datum: Std. Cnt. M: 689 Std. Cnt. D: 2285 Test and/or retest results on this report meet project requirements as noted above. S/N: 28849 Make: Troxler Model: 3430 Last Cal. Date: 01/02/2019 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 Brian w/Connell Connell Craig L. Nelson Project Manager Reviewed By: Terracon Rep.: Douglas Novosad 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 1 332 Station 34+00 -0' 1 8 137.1 24.7 22.0 112.4 99 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: 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