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HomeMy WebLinkAboutMOUNTAINS EDGE - Filed FDT-FIELD DENSITY TEST - 2019-08-20Soilogic, Inc. 3522 Draft Horse Court • Loveland, CO 80538 • (970) 535-6144 P.O. Box 1121 • Hayden, CO 81639 • (970) 276-208 November 8, 2018 GLH Construction, Inc. 780 East Garden Drive Windsor, Colorado 80550 Attn: Mr. Justin Marshall Re: Construction Materials Testing and Observation Services Report Mountain’s Edge Fort Collins, Colorado Soilogic Project # 18-2066 Mr. Marshall: During the period of September 19 through October 9, 2018, Soilogic Inc. (Soilogic) provided construction materials testing and observation services for the referenced project. Our services were provided on a part-time basis and included the observation and testing of overexcavation/backfill materials. Results of the observation and testing services completed on the referenced date are included with this report. During the referenced period, Soilogic personnel obtained three (3) representative samples of the excavated site soils for laboratory evaluation of the moisture density relationship of those materials. The laboratory testing completed on the obtained samples included a standard Proctor (ASTM D-698) test. Results of the completed standard Proctor tests were used to evaluate the percent compaction and moisture variability with reworked soils in the field and are included with this report. During the referenced period, Soilogic personnel performed field moisture/density tests on overexcavation/backfill materials that had been placed and compacted prior to and during our site visits. The field moisture/density tests were completed at random locations and elevations within the backfill areas and were performed in general accordance with ASTM Specification D-2922. The field moisture/density test results met the project compaction requirement of at least 95% of standard Proctor maximum dry density and moisture content requirement of ±2% of standard Proctor optimum moisture content. Construction Materials Testing and Observation Services Report Mountain’s Edge Fort Collins, Colorado Soilogic # 18-2066 2 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further assistance to you in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Reviewed by: Jason Horner, E.I. Wolf von Carlowitz, P.E. Project Engineer Principal Engineer MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 September 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 1 9/19 1 Grade Overexcavation/Backfill - Block 4 - Lots 1/2 C 9.8% Number Number ID Percent Compaction (Pass/Fail) 101.2 -4.2% 88% *FAIL* *FAIL* 2 9/19 2 -2' Overexcavation/Backfill - Block 4 - Lots 2/3 *FAIL* 3 9/21 1 -1' Overexcavation/Backfill - Roadway - Crown View - 25' N of Knolls Endd C 14.6% 112.0 0.6% C 8.0% 103.1 -6.0% 90% *FAIL* 97% Pass Pass 4 9/21 2 -2' Overexcavation/Backfill - Roadway - Crown View - 25' S of Knolls Endd C 12.0% 112.0 -2.0% 97% Pass Pass 5 9/21 3 -17' Overexcavation/Backfill - Building 12 Pass 6 9/21 4 -17' Overexcavation/Backfill - Building 14 C 13.1% 113.9 -0.9% C 12.5% 112.8 -1.5% 98% Pass 99% Pass Pass 98% Pass Pass 8 9/24 2 -13' Overexcavation/Backfill - Roadway - Downs Way - 250' S of Bluegrass C 16.0% 111.5 2.0% 97% Pass Pass 7 9/24 1 -14' Overexcavation/Backfill - Roadway - Downs Way - 25' S of Bluegrass C 15.2% 112.6 1.2% 97% Pass Pass 10 9/24 4 -17' Overexcavation/Backfill - Building 20 C 12.5% 113.0 -1.5% 98% Pass Pass 9 9/24 3 -18' Overexcavation/Backfill - Building 20 C 12.5% 112.0 -1.5% 11 9/24 5 -18' Overexcavation/Backfill - Building 20 Pass 12 9/24 6 -17' Overexcavation/Backfill - Building 20 C 12.0% 112.0 -2.0% C 12.7% 113.5 -1.3% 99% Pass 97% Pass Pass 96% Pass Pass 14 9/25 2 -13' Retest #2 C 14.5% 113.0 0.5% 98% Pass Pass 13 9/25 1 -14' Retest #1 C 15.0% 110.5 1.0% 99% Pass Pass 16 9/25 4 -12' Overexcavation/Backfill - 75' S of Knolls End C 16.0% 109.9 2.0% 96% Pass Pass 15 9/25 3 -13' Overexcavation/Backfill - Roadway - Crown View - 175' S of Knolls End C 13.0% 114.0 -1.0% 17 9/25 5 -16' Overexcavation/Backfill - Building 12 Pass 18 9/25 6 -15' Overexcavation/Backfill - Building 13 C 12.7% 110.0 -1.3% C 16.0% 111.5 2.0% 97% Pass 96% Pass Pass 96% Pass Pass 20 9/25 8 -15' Overexcavation/Backfill - Building 15 C 16.0% 109.8 2.0% 95% Pass Pass 19 9/25 7 -16' Overexcavation/Backfill - Building 14 C 15.5% 110.5 1.5% 97% Pass Pass 22 9/26 2 -14' Overexcavation/Backfill - Building 14 C 14.5% 110.8 0.5% 96% Pass Pass 21 9/26 1 -14' Overexcavation/Backfill - Building 13 C 13.5% 111.2 -0.5% 23 9/26 3 -13' Overexcavation/Backfill - Building 15 Pass 24 9/26 4 -1' Overexcavation/Backfill - Precipice Dr - 160' S of Knolls End C 14.5% 111.5 0.5% C 13.0% 113.7 -1.0% 99% Pass 97% Pass Pass 98% Pass Pass 26 9/27 1 -13' Overexcavation/Backfill - Building 15 C 12.8% 110.9 -1.2% 96% Pass Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 October 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 40 9/28 1 -11' Overexcavation/Backfill - Building 20 C 13.5% Number Number ID Percent Compaction (Pass/Fail) 111.2 -0.5% 97% Pass Pass 41 9/28 2 -10' Overexcavation/Backfill - Building 20 Pass 42 9/28 3 -10' Overexcavation/Backfill - Building 20 C 13.0% 112.8 -1.0% C 14.5% 110.8 0.5% 96% Pass 98% Pass Pass 43 9/28 4 -9' Overexcavation/Backfill - Lot 11 C 14.5% 111.5 0.5% 97% Pass Pass 44 9/28 5 -8' Overexcavation/Backfill - Lot 12 Pass 45 9/28 6 -9' Overexcavation/Backfill - Lot 13 C 12.8% 110.9 -1.2% C 13.2% 112.2 -0.8% 98% Pass 96% Pass Pass 46 9/28 7 -8' Overexcavation/Backfill - Lot 14 C 13.6% 109.7 -0.4% 95% Pass Pass 47 9/28 8 -9' Overexcavation/Backfill - Building 20 Pass 48 9/28 9 -8' Overexcavation/Backfill - Building 20 C 14.5% 111.9 0.5% C 14.1% 110.5 0.1% 96% Pass 97% Pass Pass 49 9/28 10 -7' Overexcavation/Backfill - Lot 11 C 13.8% 109.8 -0.2% 95% Pass Pass 50 9/28 11 -6' Overexcavation/Backfill - Lot 12 Pass 51 9/28 12 -7' Overexcavation/Backfill - Lot 13 C 15.0% 111.7 1.0% C 15.0% 110.5 1.0% 96% Pass 97% Pass Pass 52 9/28 13 -6' Overexcavation/Backfill - Lot 14 C 14.5% 112.2 0.5% 98% Pass Pass 53 10/1 1 -7' Overexcavation/Backfill - Building 20 Pass 54 10/1 2 -6' Overexcavation/Backfill - Building 20 C 13.5% 112.8 -0.5% C 13.7% 113.5 -0.3% 99% Pass 98% Pass Pass 55 10/1 3 -7' Overexcavation/Backfill - Building 20 C 12.9% 114.2 -1.1% 99% Pass Pass 56 10/1 4 -5' Overexcavation/Backfill - 11 Pass 57 10/1 5 -5' Overexcavation/Backfill - 12 C 13.7% 113.2 -0.3% C 13.1% 113.6 -0.9% 99% Pass 98% Pass Pass 58 10/1 6 -4' Overexcavation/Backfill - 13 C 14.0% 112.9 0.0% 98% Pass Pass 59 10/1 7 -5' Overexcavation/Backfill - 14 Pass 60 10/2 1 -4' Overexcavation/Backfill - Building 20 C 14.2% 111.6 0.2% C 14.2% 113.6 0.2% 99% Pass 97% Pass Pass 61 10/2 2 -5' Overexcavation/Backfill - Building 20 C 13.5% 112.7 -0.5% 98% Pass Pass 62 10/2 3 -4' Overexcavation/Backfill - Building 20 Pass 63 10/2 4 -5' Overexcavation/Backfill - Building 20 C 15.8% 111.0 1.8% C 15.0% 110.5 1.0% 96% Pass 97% Pass Pass 64 10/2 5 -3' Overexcavation/Backfill - Lot 11 C 13.8% 111.5 -0.2% 97% Pass Pass 65 10/2 6 -2' Overexcavation/Backfill - Lot 12 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 October 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 76 10/8 1 -1' Overexcavation/Backfill - Building 6 C 12.8% Number Number ID Percent Compaction (Pass/Fail) 112.5 -1.2% 98% Pass Pass 77 10/8 2 -1' Overexcavation/Backfill - Building 8 Pass 78 10/8 3 Grade Overexcavation/Backfill - Building 4 C 14.0% 111.8 0.0% C 13.2% 114.1 -0.8% 99% Pass 97% Pass Pass 79 10/8 4 -1' Overexcavation/Backfill - Ridge Top Dr - 75' S of Knolls End C 14.2% 110.1 0.2% 96% Pass Pass 80 10/8 5 Grade Overexcavation/Backfill - Building 10 Pass 81 10/8 6 -1' Overexcavation/Backfill - Building 9 C 15.2% 111.7 1.2% C 14.0% 109.9 0.0% 96% Pass 97% Pass Pass 82 10/8 7 -2' Overexcavation/Backfill - Building 7 C 14.3% 112.0 0.3% 97% Pass Pass 83 10/9 1 -1' Overexcavation/Backfill - Building 3 Pass 84 10/9 2 -1' Overexcavation/Backfill - Building 5 C 14.0% 112.2 0.0% C 14.2% 111.9 0.2% 97% Pass 98% Pass Pass 85 10/9 3 -1' Overexcavation/Backfill - Building 7 C 15.0% 113.1 1.0% 98% Pass Pass 86 10/9 4 Grade Overexcavation/Backfill - Building 9 Pass 87 10/9 5 Grade Overexcavation/Backfill - Building 1 C 14.5% 112.9 0.5% C 14.2% 113.8 0.2% 99% Pass 98% Pass Pass 88 10/9 6 Grade Overexcavation/Backfill - Building 5 C 15.6% 109.8 1.6% 95% Pass Pass 89 10/9 7 -1' Overexcavation/Backfill - Bluegrass Dr - 100' E of Downs Way Pass 90 10/9 8 Grade Overexcavation/Backfill - Bluegrass Dr - 100' W of Overland Trail C 14.9% 111.1 0.9% C 15.0% 110.2 1.0% 96% Pass 97% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Soilogic, Inc. 3522 Draft Horse Court • Loveland, CO 80538 • (970) 535-6144 March 7, 2019 GLH Construction, Inc. 780 East Garden Drive Windsor, Colorado 80550 Attn: Mr. Justin Marshall Re: Construction Materials Testing and Observation Services Report Mountain’s Edge Fort Collins, Colorado Soilogic Project # 18-2066 Mr. Marshall: During the period of November 1 through December 26, 2018, Soilogic Inc. (Soilogic) provided construction materials testing and observation services for the referenced project. Our services were provided on a part-time basis and included the observation and testing of utlity materials. Results of the observation and testing services completed on the referenced date are included with this report. During the referenced period, Soilogic personnel performed field moisture/density tests on sewer, water and storm sewer utility backfill materials that had been placed and compacted prior to and during our site visits. The field moisture/density tests were completed at random locations and elevations within the backfill areas and were performed in general accordance with ASTM Specification D-2922. The field moisture/density test results met the project compaction requirement of at least 95% of standard Proctor maximum dry density and moisture content requirement of ±2% of standard Proctor optimum moisture content. Construction Materials Testing and Observation Services Report Mountain’s Edge Fort Collins, Colorado Soilogic # 18-2066 2 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further assistance to you in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Reviewed by: Jason Horner, E.I. Wolf von Carlowitz, P.E. Project Engineer Principal Engineer Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C 39 9/27 14 -11' Overexcavation/Backfill - Building 20 C 14.0% 112.9 0.0% 98% Pass Pass 99% Pass Pass 38 9/27 13 -12' Overexcavation/Backfill - Building 20 C 13.7% 113.2 -0.3% 98% Pass Pass 37 9/27 12 -9' Overexcavation/Backfill - Lot 14 C 13.1% 113.6 -0.9% 35 9/27 10 -9' Overexcavation/Backfill - Lot 12 Pass 36 9/27 11 -10' Overexcavation/Backfill - Lot 13 C 12.9% 112.4 -1.1% C 13.5% 112.8 -0.5% 98% Pass 98% Pass Pass 98% Pass Pass 34 9/27 9 -10' Overexcavation/Backfill - Lot 11 C 13.7% 113.5 -0.3% 99% Pass Pass 33 9/27 8 -13' Overexcavation/Backfill - Building 20 C 14.5% 112.2 0.5% 96% Pass Pass 32 9/27 7 -15' Overexcavation/Backfill - Building 20 C 15.0% 111.7 1.0% 97% Pass Pass 31 9/27 6 -14' Overexcavation/Backfill - Building 20 C 15.0% 110.5 1.0% 29 9/27 4 -1' Overexcavation/Backfill - Building 6 Pass 30 9/27 5 -15' Overexcavation/Backfill - Building 20 C 13.8% 109.8 -0.2% C 14.5% 111.9 0.5% 97% Pass 95% Pass Pass 95% Pass Pass 28 9/27 3 -1' Overexcavation/Backfill - Building 8 C 14.1% 110.5 0.1% 96% Pass Pass 27 9/27 2 -12' Overexcavation/Backfill - Building 13 C 13.6% 109.7 -0.4% 98% Pass Pass 26 9/27 1 -13' Overexcavation/Backfill - Building 15 C 12.8% 110.9 -1.2% 96% Pass Pass 25 9/26 5 -12' Overexcavation/Backfill - Building 12 C 13.2% 112.2 -0.8% 23 9/26 3 -13' Overexcavation/Backfill - Building 15 Pass 24 9/26 4 -1' Overexcavation/Backfill - Precipice Dr - 160' S of Knolls End C 14.5% 111.5 0.5% C 13.0% 113.7 -1.0% 99% Pass 97% Pass Pass 97% Pass Pass 22 9/26 2 -14' Overexcavation/Backfill - Building 14 C 14.5% 110.8 0.5% 96% Pass Pass 21 9/26 1 -14' Overexcavation/Backfill - Building 13 C 13.5% 111.2 -0.5% 96% Pass Pass 20 9/25 8 -15' Overexcavation/Backfill - Building 15 C 16.0% 109.8 2.0% 95% Pass Pass 19 9/25 7 -16' Overexcavation/Backfill - Building 14 C 15.5% 110.5 1.5% 17 9/25 5 -16' Overexcavation/Backfill - Building 12 Pass 18 9/25 6 -15' Overexcavation/Backfill - Building 13 C 12.7% 110.0 -1.3% C 16.0% 111.5 2.0% 97% Pass 96% Pass Pass 99% Pass Pass 16 9/25 4 -12' Overexcavation/Backfill - 75' S of Knolls End C 16.0% 109.9 2.0% 96% Pass Pass 15 9/25 3 -13' Overexcavation/Backfill - Roadway - Crown View - 175' S of Knolls End C 13.0% 114.0 -1.0% 96% Pass Pass 14 9/25 2 -13' Retest #2 C 14.5% 113.0 0.5% 98% Pass Pass 13 9/25 1 -14' Retest #1 C 15.0% 110.5 1.0% 11 9/24 5 -18' Overexcavation/Backfill - Building 20 Pass 12 9/24 6 -17' Overexcavation/Backfill - Building 20 C 12.0% 112.0 -2.0% C 12.7% 113.5 -1.3% 99% Pass 97% Pass Pass 97% Pass Pass 10 9/24 4 -17' Overexcavation/Backfill - Building 20 C 12.5% 113.0 -1.5% 98% Pass Pass 9 9/24 3 -18' Overexcavation/Backfill - Building 20 C 12.5% 112.0 -1.5% 98% Pass Pass 8 9/24 2 -13' Overexcavation/Backfill - Roadway - Downs Way - 250' S of Bluegrass C 16.0% 111.5 2.0% 97% Pass Pass Procedure D-698 Compaction Requirement 95% Min Moisture Content Requirement ±2% Optimum Moisture Content (%) 13.0% Maximum Dry Density (pcf) 119.0 Compaction Requirement Proctor ID: A 74 10/3 7 -1' Overexcavation/Backfill - Lot 13 Pass 75 10/3 8 Grade Overexcavation/Backfill - Lot 14 C 14.2% 114.1 0.2% C 15.5% 111.7 1.5% 97% Pass 99% Pass Pass 96% Pass Pass 73 10/3 6 -1' Overexcavation/Backfill - Lot 12 C 14.9% 112.0 0.9% 97% Pass Pass 72 10/3 5 Grade Overexcavation/Backfill - Lot 11 C 15.0% 109.9 1.0% 99% Pass Pass 71 10/3 4 -1' Overexcavation/Backfill - Building 20 C 13.0% 114.0 -1.0% 99% Pass Pass 70 10/3 3 Grade Overexcavation/Backfill - Building 20 C 13.8% 113.5 -0.2% 68 10/3 1 -3' Overexcavation/Backfill - Building 20 Pass 69 10/3 2 -1' Overexcavation/Backfill - Building 20 C 14.0% 112.2 0.0% C 12.5% 111.3 -1.5% 97% Pass 98% Pass Pass 98% Pass Pass 67 10/2 8 -2' Overexcavation/Backfill - Lot 14 C 12.8% 112.6 -1.2% 98% Pass Pass 66 10/2 7 -3' Overexcavation/Backfill - Lot 13 C 15.0% 113.2 1.0% 97% Pass Pass 65 10/2 6 -2' Overexcavation/Backfill - Lot 12 C 14.0% 112.0 0.0% 97% Pass Pass 64 10/2 5 -3' Overexcavation/Backfill - Lot 11 C 13.8% 111.5 -0.2% 62 10/2 3 -4' Overexcavation/Backfill - Building 20 Pass 63 10/2 4 -5' Overexcavation/Backfill - Building 20 C 15.8% 111.0 1.8% C 15.0% 110.5 1.0% 96% Pass 97% Pass Pass 97% Pass Pass 61 10/2 2 -5' Overexcavation/Backfill - Building 20 C 13.5% 112.7 -0.5% 98% Pass Pass 60 10/2 1 -4' Overexcavation/Backfill - Building 20 C 14.2% 111.6 0.2% 98% Pass Pass 59 10/1 7 -5' Overexcavation/Backfill - 14 C 14.2% 113.6 0.2% 99% Pass Pass 58 10/1 6 -4' Overexcavation/Backfill - 13 C 14.0% 112.9 0.0% 56 10/1 4 -5' Overexcavation/Backfill - 11 Pass 57 10/1 5 -5' Overexcavation/Backfill - 12 C 13.7% 113.2 -0.3% C 13.1% 113.6 -0.9% 99% Pass 98% Pass Pass 98% Pass Pass 55 10/1 3 -7' Overexcavation/Backfill - Building 20 C 12.9% 114.2 -1.1% 99% Pass Pass 54 10/1 2 -6' Overexcavation/Backfill - Building 20 C 13.5% 112.8 -0.5% 98% Pass Pass 53 10/1 1 -7' Overexcavation/Backfill - Building 20 C 13.7% 113.5 -0.3% 99% Pass Pass 52 9/28 13 -6' Overexcavation/Backfill - Lot 14 C 14.5% 112.2 0.5% 50 9/28 11 -6' Overexcavation/Backfill - Lot 12 Pass 51 9/28 12 -7' Overexcavation/Backfill - Lot 13 C 15.0% 111.7 1.0% C 15.0% 110.5 1.0% 96% Pass 97% Pass Pass 97% Pass Pass 49 9/28 10 -7' Overexcavation/Backfill - Lot 11 C 13.8% 109.8 -0.2% 95% Pass Pass 48 9/28 9 -8' Overexcavation/Backfill - Building 20 C 14.5% 111.9 0.5% 95% Pass Pass 47 9/28 8 -9' Overexcavation/Backfill - Building 20 C 14.1% 110.5 0.1% 96% Pass Pass 46 9/28 7 -8' Overexcavation/Backfill - Lot 14 C 13.6% 109.7 -0.4% 44 9/28 5 -8' Overexcavation/Backfill - Lot 12 Pass 45 9/28 6 -9' Overexcavation/Backfill - Lot 13 C 12.8% 110.9 -1.2% C 13.2% 112.2 -0.8% 98% Pass Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C 90 10/9 8 Grade Overexcavation/Backfill - Bluegrass Dr - 100' W of Overland Trail C 14.9% 111.1 0.9% 97% Pass Pass 95% Pass Pass 89 10/9 7 -1' Overexcavation/Backfill - Bluegrass Dr - 100' E of Downs Way C 15.0% 110.2 1.0% 96% Pass Pass 88 10/9 6 Grade Overexcavation/Backfill - Building 5 C 15.6% 109.8 1.6% 86 10/9 4 Grade Overexcavation/Backfill - Building 9 Pass 87 10/9 5 Grade Overexcavation/Backfill - Building 1 C 14.5% 112.9 0.5% C 14.2% 113.8 0.2% 99% Pass 98% Pass Pass 98% Pass Pass 85 10/9 3 -1' Overexcavation/Backfill - Building 7 C 15.0% 113.1 1.0% 98% Pass Pass 84 10/9 2 -1' Overexcavation/Backfill - Building 5 C 14.0% 112.2 0.0% 97% Pass Pass 83 10/9 1 -1' Overexcavation/Backfill - Building 3 C 14.2% 111.9 0.2% 97% Pass Pass 82 10/8 7 -2' Overexcavation/Backfill - Building 7 C 14.3% 112.0 0.3% 80 10/8 5 Grade Overexcavation/Backfill - Building 10 Pass 81 10/8 6 -1' Overexcavation/Backfill - Building 9 C 15.2% 111.7 1.2% C 14.0% 109.9 0.0% 96% Pass 97% Pass Pass Pass 79 10/8 4 -1' Overexcavation/Backfill - Ridge Top Dr - 75' S of Knolls End C 14.2% 110.1 0.2% 96% Pass Pass Pass 77 10/8 2 -1' Overexcavation/Backfill - Building 8 Pass 78 10/8 3 Grade Overexcavation/Backfill - Building 4 C 14.0% 111.8 0.0% C 13.2% 114.1 -0.8% 99% Pass 97% Pass Moisture Compaction 76 10/8 1 -1' Overexcavation/Backfill - Building 6 C 12.8% Number Number ID Percent Compaction (Pass/Fail) 112.5 -1.2% 98% Pass Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 October 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C 127 11/6 20 -4' Sewer Service Backfill - Block 22 - Lot 9 A 13.9% 116.7 0.9% 98% Pass Pass 125 11/6 18 -4' Sewer Service Backfill - Block 22 - Lot 10 Pass 126 11/6 19 -2' Sewer Main Backfill - MH A2 - 100' N A 13.3% 116.0 0.3% A 12.9% 115.7 -0.1% 97% Pass 97% Pass Pass 97% Pass Pass 124 11/6 17 Grade Sewer Main Backfill - MH A2 - 3' N A 14.0% 115.9 1.0% 97% Pass Pass 123 11/6 16 Grade Sewer Main Backfill - MH A1 - 75' E A 13.8% 115.7 0.8% 96% Pass Pass 122 11/6 15 Grade Sewer Main Backfill - MH A1 - 2' E A 12.7% 115.9 -0.3% 97% Pass Pass 121 11/6 14 -2' Sewer Main Backfill - MH A2.1B - 75' S A 14.3% 114.7 1.3% 119 11/6 12 -6' Sewer Main Backfill - MH A2.1B - 180' N Pass 120 11/6 13 -4' Sewer Main Backfill - MH A2.1B - 3' W A 14.2% 115.6 1.2% A 13.7% 116.1 0.7% 98% Pass 97% Pass Pass 97% Pass Pass 118 11/6 11 -6' Sewer Service Backfill - Block 22 - Lot 7 A 13.5% 116.7 0.5% 98% Pass Pass 117 11/6 10 -6' Sewer Service Backfill - Block 22 - Lot 6 A 14.0% 115.2 1.0% 98% Pass Pass 116 11/6 9 -6' Sewer Service Backfill - Block 22 - Lot 5 A 13.0% 114.9 0.0% 97% Pass Pass 115 11/6 8 -6' Sewer Service Backfill - Block 22 - Lot 4 A 14.4% 116.3 1.4% 113 11/6 6 -6' Sewer Service Backfill - Building 16 - Lot 6 Pass 114 11/6 7 -6' Sewer Service Backfill - Building 16 - Lot 7 A 13.4% 116.0 0.4% A 13.6% 115.8 0.6% 97% Pass 97% Pass Pass 99% Pass Pass 112 11/6 5 -6' Sewer Service Backfill - Building 16 - Lot 5 A 14.0% 115.7 1.0% 97% Pass Pass 111 11/6 4 -6' Sewer Service Backfill - Building 16 - Lot 4 A 14.2% 117.3 1.2% 98% Pass Pass 110 11/6 3 -6' Sewer Service Backfill - Building 16 - Lot 3 A 13.7% 116.0 0.7% 97% Pass Pass 109 11/6 2 -6' Sewer Service Backfill - Building 16 - Lot 2 A 13.2% 116.2 0.2% 107 11/5 8 -6' Sewer Service Backfill - Building 16 - Lot 1 Pass 108 11/6 1 -6' Sewer Main Backfill - MH A2.1B - A 13.0% 115.9 0.0% A 14.1% 115.9 1.1% 97% Pass 97% Pass Pass 98% Pass Pass 106 11/5 7 -6' Sewer Service Backfill - Block 22 - Lot 8 A 13.0% 116.6 0.0% 98% Pass Pass 105 11/5 6 -6' Sewer Main Backfill - MH A2 - 6' N A 13.0% 116.3 0.0% 97% Pass Pass 104 11/5 5 -6' Sewer Main Backfill - MH A2 .1B - 1' E A 13.6% 116.8 0.6% 98% Pass Pass 103 11/5 4 -6' Sewer Main Backfill - MH A2 - 65' N A 14.1% 115.7 1.1% 101 11/5 2 -6' Sewer Service Backfill - Block 22 - Lot 9 Pass 102 11/5 3 -6' Sewer Service Backfill - Block 22 - Lot 10 A 13.9% 114.3 0.9% A 14.5% 116.3 1.5% 98% Pass 96% Pass Pass 97% Pass Pass 100 11/5 1 -4' Sewer Main Backfill - MH A2 - 3' E A 13.7% 115.7 0.7% 97% Pass Pass 99 11/2 4 -4' Sewer Main Backfill - MH A2 - 15' N A 13.2% 114.9 0.2% 98% Pass Pass 98 11/2 3 -6' Sewer Main Backfill - MH A2 - 4' E A 12.6% 116.0 -0.4% 97% Pass Pass 97 11/2 2 -2' Sewer Main Backfill - MH A1 - 30' W A 12.5% 116.8 -0.5% 95 11/1 5 -4' Sewer Main Backfill - MH A1 - 20' W Pass 96 11/2 1 -2' Sewer Main Backfill - MH A1 - 2' N A 12.0% 117.2 -1.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C 97% Pass Pass 168 11/8 21 -6' Retest #150 Pass 169 11/8 22 -6' Retest #151 A 13.6% 115.8 0.6% A 13.0% 115.2 0.0% 97% Pass 96% Pass Pass 167 11/8 20 -2' Sewer Main Backfill - MH A3 - 50' E A 13.9% 114.9 0.9% 97% Pass Pass 166 11/8 19 -4' Sewer Main Backfill - MH A3 - 75' W A 14.5% 114.0 1.5% 97% Pass Pass 165 11/8 18 -4' Sewer Main Backfill - MH A4 - 40' E A 14.8% 115.6 1.8% 97% Pass Pass 164 11/8 17 -6' Sewer Main Backfill - MH A3 - 125' W A 13.7% 115.2 0.7% 162 11/8 15 -6' Sewer Main Backfill - MH A3 - 3' E Pass 163 11/8 16 -6' Sewer Main Backfill - MH A3 - 6' W A 14.2% 115.8 1.2% A 13.5% 115.3 0.5% 97% Pass 97% Pass Pass 97% Pass Pass 161 11/8 14 -6' Sewer Main Backfill - MH A2 - 75' W A 13.7% 114.2 0.7% 96% Pass Pass 160 11/8 13 Grade Sewer Main Backfill - MH A2.2B - 120' S A 14.2% 115.7 1.2% 96% Pass Pass 159 11/8 12 Grade Sewer Main Backfill - MH A2.2B - 4' W A 14.0% 115.0 1.0% 97% Pass Pass 158 11/8 11 -2' Sewer Main Backfill - MH A2.2B - 150' S A 13.9% 114.6 0.9% 156 11/8 9 -2' Sewer Main Backfill - MH A2.2B - 2' S Pass 157 11/8 10 -2' Sewer Main Backfill - MH A2.2B - 60' S A 13.5% 115.6 0.5% A 13.8% 113.9 0.8% 96% Pass 97% Pass Pass 97% Pass Pass 155 11/8 8 -4' Sewer Main Backfill - MH A2.2B - 5' E A 14.1% 115.5 1.1% 97% Pass Pass 154 11/8 7 -4' Sewer Service Backfill - Block 22 - Lot 3 A 14.0% 116.0 1.0% 96% Pass Pass 153 11/8 6 -4' Sewer Service Backfill - Block 22 - Lot 2 A 14.3% 114.9 1.3% 97% Pass Pass 152 11/8 5 -4' Sewer Service Backfill - Block 22 - Lot 1 A 14.9% 114.5 1.9% 150 11/8 3 -6' Sewer Main Backfill - MH A2.2B - 4' E *FAIL* 151 11/8 4 -6' Sewer Main Backfill - MH A2.2B - 3' W A 17.1% 105.0 4.1% A 16.5% 102.1 3.5% 86% *FAIL* 88% *FAIL* *FAIL* 98% Pass Pass 149 11/8 2 -6' Sewer Service Backfill - Block 22 - Lot 1 A 14.6% 115.0 1.6% 97% Pass Pass 148 11/8 1 -6' Sewer Main Backfill - MH A2.2B - 80' S A 13.8% 116.3 0.8% 97% Pass Pass 147 11/7 20 -6' Sewer Service Backfill - Block 22 - Lot 2 A 13.9% 117.2 0.9% 98% Pass Pass 146 11/7 19 -6' Sewer Service Backfill - Block 22 - Lot 3 A 13.8% 115.7 0.8% 144 11/7 17 -2' Sewer Main Backfill - MH A2.1B - 150' N Pass 145 11/7 18 Grade Sewer Main Backfill - MH A2.1B - 200' N A 14.2% 115.4 1.2% A 14.7% 114.6 1.7% 96% Pass 97% Pass Pass 97% Pass Pass 143 11/7 16 Grade Sewer Main Backfill - MH A2.1B - 6' N A 15.0% 113.6 2.0% 95% Pass Pass 142 11/7 15 -2' Sewer Service Backfill - Block 22 - Lot 4 A 14.4% 115.9 1.4% 97% Pass Pass 141 11/7 14 -4' Sewer Service Backfill - Block 22 - Lot 5 A 12.4% 115.4 -0.6% 97% Pass Pass 140 11/7 13 -4' Sewer Service Backfill - Block 22 - Lot 6 A 13.3% 115.6 0.3% 138 11/7 11 -4' Sewer Service Backfill - Block 22 - Lot 7 Pass 139 11/7 12 -4' Sewer Main Backfill - MH A2.1B - 125' N A 12.8% 115.7 -0.2% A 13.2% 113.8 0.2% 96% Pass Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C 97% Pass Pass 209 11/12 20 -2' Sewer Service Backfill - Building 2 - Lot 3 A 14.0% 116.0 1.0% 97% Pass Pass 208 11/12 19 -2' Sewer Service Backfill - Building 2 - Lot 2 A 13.0% 115.3 0.0% 97% Pass Pass 207 11/12 18 -2' Sewer Service Backfill - Building 2 - Lot 1 A 13.5% 116.2 0.5% 98% Pass Pass 206 11/12 17 -2' Sewer Main Backfill - MH A5 - 4' E A 13.9% 115.6 0.9% 204 11/12 15 -4' Sewer Main Backfill - MH A5 - 120' N Pass 205 11/12 16 -6' Sewer Main Backfill - MH A6 - 75' S A 14.0% 115.9 1.0% A 13.1% 114.9 0.1% 97% Pass 97% Pass Pass 96% Pass Pass 203 11/12 14 -4' Sewer Main Backfill - MH A5 - 10' N A 12.7% 115.8 -0.3% 97% Pass Pass 202 11/12 13 -4' Sewer Service Backfill - Building 1 - Lot 7 A 13.3% 114.6 0.3% 97% Pass Pass 201 11/12 12 -4' Sewer Service Backfill - Building 1 - Lot 6 A 14.2% 116.0 1.2% 97% Pass Pass 200 11/12 11 -4' Sewer Service Backfill - Building 1 - Lot 5 A 13.7% 115.7 0.7% 198 11/12 9 -4' Sewer Service Backfill - Building 1 - Lot 3 Pass 199 11/12 10 -4' Sewer Service Backfill - Building 1 - Lot 4 A 13.6% 116.8 0.6% A 13.1% 114.8 0.1% 96% Pass 98% Pass Pass 98% Pass Pass 197 11/12 8 -4' Sewer Service Backfill - Building 1 - Lot 2 A 12.9% 114.7 -0.1% 96% Pass Pass 196 11/12 7 -4' Sewer Service Backfill - Building 1 - Lot 1 A 12.5% 116.3 -0.5% 97% Pass Pass 195 11/12 6 -6' Sewer Main Backfill - MH A5 - 100' N A 13.2% 115.8 0.2% 97% Pass Pass 194 11/12 5 -6' Sewer Service Backfill - Building 2 - Lot 7 A 13.5% 116.0 0.5% 192 11/12 3 -6' Sewer Service Backfill - Building 2 - Lot 5 Pass 193 11/12 4 -6' Sewer Service Backfill - Building 2 - Lot 6 A 13.0% 116.0 0.0% A 12.8% 114.8 -0.2% 96% Pass 97% Pass Pass 96% Pass Pass 191 11/12 2 -6' Sewer Service Backfill - Building 2 - Lot 4 A 14.2% 115.0 1.2% 97% Pass Pass 190 11/12 1 -6' Sewer Service Backfill - Building 2 - Lot 3 A 13.6% 114.2 0.6% 96% Pass Pass 189 11/9 20 -6' Sewer Service Backfill - Building 2 - Lot 2 A 13.7% 115.3 0.7% 97% Pass Pass 188 11/9 19 -6' Sewer Service Backfill - Building 2 - Lot 1 A 13.0% 114.7 0.0% 186 11/9 17 Grade Sewer Main Backfill - MH A4 - 5' W Pass 187 11/9 18 Grade Sewer Main Backfill - MH A4 - 70' W A 12.9% 115.5 -0.1% A 12.8% 114.0 -0.2% 96% Pass 97% Pass Pass 98% Pass Pass 185 11/9 16 Grade Sewer Main Backfill - MH A4 - 4' E A 13.6% 116.2 0.6% 98% Pass Pass 184 11/9 15 -2' Sewer Main Backfill - MH A4 - 50' W A 14.5% 116.8 1.5% 97% Pass Pass 183 11/9 14 -2' Sewer Main Backfill - MH A4 - 6' W A 14.3% 116.2 1.3% 98% Pass Pass 182 11/9 13 -6' Sewer Main Backfill - MH A5 - 30' N A 13.7% 115.6 0.7% 180 11/9 11 -6' Sewer Main Backfill - MH A5 - 5' E Pass 181 11/9 12 -4' Sewer Main Backfill - MH A5 - 2' S A 14.2% 114.9 1.2% A 15.0% 113.9 2.0% 96% Pass 97% Pass Pass 98% Pass Pass 179 11/9 10 -6' Sewer Main Backfill - MH A4 - 60' W A 14.0% 115.9 1.0% 97% Pass Pass 178 11/9 9 -6' Sewer Main Backfill - MH A4 - 8' W A 13.5% 116.6 0.5% MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 210 11/13 1 -2' Sewer Service Backfill - Building 2 - Lot 4 A 13.9% Number Number ID Percent Compaction (Pass/Fail) 115.9 0.9% 97% Pass Pass 211 11/13 2 -2' Sewer Service Backfill - Building 2 - Lot 5 Pass 212 11/13 3 -2' Sewer Service Backfill - Building 2 - Lot 6 A 13.5% 116.9 0.5% A 14.0% 114.2 1.0% 96% Pass 98% Pass Pass 213 11/13 4 -2' Sewer Service Backfill - Building 2 - Lot 7 A 13.1% 117.3 0.1% 99% Pass Pass 214 11/13 5 -2' Sewer Main Backfill - MH A5- 135' N Pass 215 11/13 6 -2' Sewer Service Backfill - Building 1 - Lot 1 A 12.9% 115.8 -0.1% A 14.6% 114.0 1.6% 96% Pass 97% Pass Pass 216 11/13 7 -2' Sewer Service Backfill - Building 1 - Lot 2 A 13.0% 116.2 0.0% 98% Pass Pass 217 11/13 8 -2' Sewer Service Backfill - Building 1 - Lot 3 Pass 218 11/13 9 -2' Sewer Service Backfill - Building 1 - Lot 4 A 13.6% 116.3 0.6% A 13.3% 116.9 0.3% 98% Pass 98% Pass Pass 219 11/13 10 -2' Sewer Service Backfill - Building 1 - Lot 5 A 14.2% 116.9 1.2% 98% Pass Pass 220 11/13 11 -2' Sewer Service Backfill - Building 1 - Lot 6 Pass 221 11/13 12 -2' Sewer Service Backfill - Building 1 - Lot 7 A 13.7% 117.3 0.7% A 14.6% 114.8 1.6% 96% Pass 99% Pass Pass 222 11/13 13 -2' Sewer main Backfill - MH A6- 100' S A 13.6% 116.8 0.6% 98% Pass Pass 223 11/13 14 -6' Sewer main Backfill - MH A6- 30' S Pass 224 11/13 15 -6' Sewer main Backfill - MH A6- 3' W A 12.5% 114.5 -0.5% A 12.8% 115.6 -0.2% 97% Pass 96% Pass Pass 225 11/13 16 -6' Sewer main Backfill - MH A6- 5' E A 13.1% 117.0 0.1% 98% Pass Pass 226 11/13 17 -6' Sewer Service Backfill - Building 3 - Lot 1 Pass 227 11/13 18 -6' Sewer Service Backfill - Building 3 - Lot 2 A 13.6% 115.9 0.6% A 13.2% 117.2 0.2% 98% Pass 97% Pass Pass 228 11/13 19 -6' Sewer Service Backfill - Building 3 - Lot 3 A 13.8% 116.5 0.8% 98% Pass Pass 229 11/13 20 -6' Sewer Service Backfill - Building 3 - Lot 4 Pass 230 11/14 1 -6' Sewer Service Backfill - Building 4 - Lot 1 A 13.6% 117.2 0.6% A 13.1% 116.8 0.1% 98% Pass 98% Pass Pass 231 11/14 2 -6' Sewer Service Backfill - Building 4 - Lot 2 A 13.8% 116.5 0.8% 98% Pass Pass 232 11/14 3 -6' Sewer Service Backfill - Building 4 - Lot 3 Pass 233 11/14 4 -6' Sewer Service Backfill - Building 4 - Lot 4 A 12.9% 116.0 -0.1% A 14.2% 115.9 1.2% 97% Pass 97% Pass Pass 234 11/14 5 -6' Sewer Service Backfill - Building 4 - Lot 5 A 14.0% 116.9 1.0% 98% Pass Pass 235 11/14 6 -4' Sewer Service Backfill - Building 3 - Lot 1 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 250 11/15 1 -4' Sewer Main Backfill - Mh A6 - 150' N A 12.9% Number Number ID Percent Compaction (Pass/Fail) 115.8 -0.1% 97% Pass Pass 251 11/15 2 -2' Sewer Main Backfill - Mh A6 - 100' N Pass 252 11/15 3 -4' Sewer Service Backfill - Building 6 - lot 1 A 13.6% 117.0 0.6% A 13.1% 117.0 0.1% 98% Pass 98% Pass Pass 253 11/15 4 -4' Sewer Service Backfill - Building 6 - lot 2 A 13.0% 116.4 0.0% 98% Pass Pass 254 11/15 5 -4' Sewer Service Backfill - Building 6 - lot 3 Pass 255 11/15 6 -4' Sewer Service Backfill - Building 6 - lot 4 A 14.2% 113.8 1.2% A 12.7% 116.0 -0.3% 97% Pass 96% Pass Pass 256 11/15 7 -2' Sewer Main Backfill - Mh A7 - 100' S A 13.8% 114.0 0.8% 96% Pass Pass 257 11/15 8 Grade Sewer Main Backfill - Mh A6 - 120' N Pass 258 11/15 9 -5' Sewer Main Backfill - Mh A7 - 8' S A 14.0% 114.7 1.0% A 13.6% 115.6 0.6% 97% Pass 96% Pass Pass 259 11/15 10 -5' Sewer Main Backfill - Mh A7 - 4' W A 14.5% 115.5 1.5% 97% Pass Pass 260 11/15 11 -4' Sewer Main Backfill - Mh A7 - 50' W Pass 261 11/15 12 -4' Sewer Main Backfill - Mh A7 - 60' S A 13.6% 115.6 0.6% A 13.4% 116.8 0.4% 98% Pass 97% Pass Pass 262 11/15 13 -4' Sewer Service Backfill - Building 7 - Lot 1 A 12.7% 113.8 -0.3% 96% Pass Pass 263 11/15 14 -4' Sewer Service Backfill - Building 7 - Lot 2 Pass 264 11/15 15 -4' Sewer Service Backfill - Building 7 - Lot 3 A 14.2% 116.9 1.2% A 13.1% 115.0 0.1% 97% Pass 98% Pass Pass 265 11/15 16 -4' Sewer Service Backfill - Building 7 - Lot 4 A 13.0% 115.6 0.0% 97% Pass Pass 266 11/15 17 -4' Sewer Service Backfill - Building 7 - Lot 5 Pass 267 11/16 1 -4' Sewer Service Backfill - Building 7 - Lot 1 A 13.6% 117.2 0.6% A 12.5% 116.9 -0.5% 98% Pass 98% Pass Pass 268 11/16 2 -4' Sewer Service Backfill - Building 7 - Lot 2 A 14.2% 116.3 1.2% 98% Pass Pass 269 11/16 3 -4' Sewer Service Backfill - Building 7 - Lot 3 Pass 270 11/16 4 -4' Sewer Service Backfill - Building 7 - Lot 4 A 12.9% 115.5 -0.1% A 13.5% 116.4 0.5% 98% Pass 97% Pass Pass 271 11/16 5 -4' Sewer Service Backfill - Building 7 - Lot 5 A 13.3% 117.1 0.3% 98% Pass Pass 272 11/16 6 -2' Sewer Service Backfill - Building 6 - Lot 1 Pass 273 11/16 7 -2' Sewer Service Backfill - Building 6 - Lot 2 A 13.9% 116.9 0.9% A 13.7% 115.3 0.7% 97% Pass 98% Pass Pass 274 11/16 8 -2' Sewer Service Backfill - Building 6 - Lot 3 A 14.3% 115.0 1.3% 97% Pass Pass 275 11/16 9 -2' Sewer Service Backfill - Building 6 - Lot 4 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 286 11/19 1 -3' Sewer Service Backfill - Building 19 - Lot 6 & 7 A 13.2% Number Number ID Percent Compaction (Pass/Fail) 115.0 0.2% 97% Pass Pass 287 11/19 2 -4' Sewer Main Backfill - MH A3 - 4' S Pass 288 11/19 3 -3' Sewer Service Backfill - Building 19 - Lot 4 & 5 A 11.9% 116.7 -1.1% A 12.8% 116.2 -0.2% 98% Pass 98% Pass Pass 289 11/19 4 -3' Sewer Service Backfill - Building 19 - Lot 1 A 12.5% 115.9 -0.5% 97% Pass Pass 290 11/19 5 -3' Sewer Service Backfill - Building 19 - Lot 2 Pass 291 11/19 6 -3' Sewer Service Backfill - Building 19 - Lot 3 A 13.5% 116.2 0.5% A 13.2% 116.3 0.2% 98% Pass 98% Pass Pass 292 11/19 7 -1' Sewer Service Backfill - Building 19 - Lot 6 & 7 A 13.7% 116.0 0.7% 97% Pass Pass 293 11/19 8 -1' Sewer Service Backfill - Building 19 - Lot 4 & 5 Pass 294 11/19 9 -1' Sewer Service Backfill - Building 19 - Lot 1 A 12.9% 116.8 -0.1% A 14.2% 117.5 1.2% 99% Pass 98% Pass Pass 295 11/19 10 -1' Sewer Service Backfill - Building 19 - Lot 2 A 12.5% 115.7 -0.5% 97% Pass Pass 296 11/19 11 -1' Sewer Service Backfill - Building 19 - Lot 3 Pass 297 11/19 12 -4' Sewer Main Backfill - MH A4 - 15' S A 12.1% 116.2 -0.9% A 11.8% 114.8 -1.2% 96% Pass 98% Pass Pass 298 11/19 13 -3' Sewer Service Backfill - Building 18 - Lot 3 & 4 A 12.5% 115.5 -0.5% 97% Pass Pass 299 11/19 14 -3' Sewer Service Backfill - Building 18 - Lot 1 & 2 Pass 300 11/19 15 -1' Sewer Service Backfill - Building 18 - Lot 3 & 4 A 13.0% 114.9 0.0% A 13.1% 114.5 0.1% 96% Pass 97% Pass Pass 301 11/19 16 -1' Sewer Service Backfill - Building 18 - Lot 1 & 2 A 13.7% 115.2 0.7% 97% Pass Pass 302 11/19 17 -2' Sewer Main Backfill - MH A4 - 5' S Pass 303 11/19 18 Grade Sewer Main Backfill - MH A4 - 8' S A 12.5% 116.5 -0.5% A 12.3% 115.3 -0.7% 97% Pass 98% Pass Pass 304 11/19 19 Grade Sewer Main Backfill - MH A4 - 10' S A 12.7% 116.2 -0.3% 98% Pass Pass 305 11/21 1 -4' Sewer Service Backfill - Block 21 - Lot 1 Pass 306 11/21 2 -4' Sewer Service Backfill - Block 21 - Lot 2 A 14.0% 116.8 1.0% A 13.3% 115.9 0.3% 97% Pass 98% Pass Pass 307 11/21 3 -4' Sewer Service Backfill - Block 21 - Lot 3 A 14.2% 117.2 1.2% 98% Pass Pass 308 11/21 4 -4' Sewer Service Backfill - Block 21 - Lot 4 Pass 309 11/21 5 -3' Sewer Main Backfill - MH A2.2A - 2' N A 14.6% 114.0 1.6% A 13.7% 113.8 0.7% 96% Pass 96% Pass Pass 310 11/21 6 -3' Sewer Main Backfill - MH A2.2A - 55' N A 13.8% 115.5 0.8% 97% Pass Pass 311 11/21 7 -3' Sewer Main Backfill - MH A2 - 75' S Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 323 11/26 1 Grade Sewer Service Backfill - Building 20 - Lot 1 A 13.0% Number Number ID Percent Compaction (Pass/Fail) 116.0 0.0% 97% Pass Pass 324 11/26 2 Grade Sewer Service Backfill - Building 20 - Lot 2 Pass 325 11/26 3 Grade Sewer Service Backfill - Building 20 - Lot 3 A 12.9% 116.7 -0.1% A 12.3% 116.2 -0.7% 98% Pass 98% Pass Pass 326 11/26 4 Grade Sewer Service Backfill - Building 20 - Lot 4 A 13.5% 116.4 0.5% 98% Pass Pass 327 11/26 5 Grade Sewer Service Backfill - Building 20 - Lot 5 Pass 328 11/26 6 Grade Sewer Main Backfill - MH A2 - 65' S A 13.9% 114.5 0.9% A 12.8% 115.7 -0.2% 97% Pass 96% Pass Pass 329 11/26 7 Grade Sewer Main Backfill - MH A2.2A - 1' W A 13.1% 115.8 0.1% 97% Pass Pass 330 11/26 8 -4' Sewer Service Backfill - Building 17 - Lot 1 Pass 331 11/26 9 -4' Sewer Service Backfill - Building 17 - Lot 2 A 13.3% 116.0 0.3% A 12.8% 117.2 -0.2% 98% Pass 97% Pass Pass 332 11/26 10 -4' Sewer Service Backfill - Building 17 - Lot 3 A 13.7% 116.7 0.7% 98% Pass Pass 333 11/26 11 -4' Sewer Service Backfill - Building 17 - Lot 4 Pass 334 11/26 12 -4' Sewer Service Backfill - Building 17 - Lot 5 A 14.0% 115.9 1.0% A 14.2% 116.4 1.2% 98% Pass 97% Pass Pass 335 11/26 13 -6' Sewer Main Backfill - Int Bluegrass & Crest Top - 100' N A 11.9% 116.0 -1.1% 97% Pass Pass 336 11/26 14 -4' Sewer Main Backfill - Int Bluegrass & Crest Top - 120' N Pass 337 11/26 15 -2' Sewer Service Backfill - Building 17 - Lot 1 A 13.0% 116.7 0.0% A 12.9% 116.5 -0.1% 98% Pass 98% Pass Pass 338 11/26 16 -2' Sewer Service Backfill - Building 17 - Lot 2 A 13.6% 116.3 0.6% 98% Pass Pass 339 11/26 17 -2' Sewer Service Backfill - Building 17 - Lot 3 Pass 340 11/26 18 -2' Sewer Service Backfill - Building 17 - Lot 4 A 12.8% 116.0 -0.2% A 13.4% 116.2 0.4% 98% Pass 97% Pass Pass 341 11/26 19 -2' Sewer Service Backfill - Building 17 - Lot 5 A 12.3% 115.8 -0.7% 97% Pass Pass 342 11/27 1 -2' Sewer Service Backfill - Building 12 - Lot 3 Pass 343 11/27 2 -2' Sewer Service Backfill - Building 12 - Lot 4 A 13.2% 113.9 0.2% A 12.8% 115.8 -0.2% 97% Pass 96% Pass Pass 344 11/27 3 -2' Sewer Service Backfill - Building 12 - Lot 5 A 13.5% 114.5 0.5% 96% Pass Pass 345 11/27 4 -2' Sewer Main Backfill - MH A8 - 100' S Pass 346 11/27 5 -2' Sewer Main Backfill - MH A8 - 8' S A 11.9% 115.9 -1.1% A 11.2% 115.6 -1.8% 97% Pass 97% Pass Pass 347 11/27 6 Grade Sewer Service Backfill - Building 12 - Lot 1 A 12.1% 116.3 -0.9% 98% Pass Pass 348 11/27 7 Grade Sewer Service Backfill - Building 12 - Lot 2 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 362 11/28 1 -2' Sewer Service Backfill - Building 13 - Lot 1 A 13.0% Number Number ID Percent Compaction (Pass/Fail) 115.7 0.0% 97% Pass Pass 363 11/28 2 -2' Sewer Service Backfill - Building 13 - Lot 2 Pass 364 11/28 3 -2' Sewer Service Backfill - Building 13 - Lot 3 A 14.0% 115.8 1.0% A 13.2% 115.1 0.2% 97% Pass 97% Pass Pass 365 11/28 4 -2' Sewer Service Backfill - Building 13 - Lot 4 A 13.7% 117.2 0.7% 98% Pass Pass 366 11/28 5 -2' Sewer Service Backfill - Building 15 - Lot 1 Pass 367 11/28 6 Grade Sewer Service Backfill - Building 15 - Lot 2 A 12.5% 115.9 -0.5% A 13.6% 116.0 0.6% 97% Pass 97% Pass Pass 368 11/28 7 Grade Sewer Service Backfill - Building 15 - Lot 3 A 12.8% 115.2 -0.2% 97% Pass Pass 369 11/28 8 Grade Sewer Service Backfill - Building 15 - Lot 4 Pass 370 11/28 9 Grade Sewer Service Backfill - Building 15 - Lot 5 A 13.2% 114.8 0.2% A 13.1% 115.0 0.1% 97% Pass 96% Pass Pass 371 11/28 10 Grade Sewer Main Backfill - MH A8.1 - 60' N A 12.0% 113.5 -1.0% 95% Pass Pass 372 11/28 11 -3' Sewer Main Backfill - MH A - 75' S Pass 373 11/28 12 -3' Sewer Main Backfill - MH A - 5' S A 12.2% 115.9 -0.8% A 11.8% 114.9 -1.2% 97% Pass 97% Pass Pass 374 11/28 13 -3' Sewer Service Backfill - Building 13 - Lot 1 A 13.2% 115.8 0.2% 97% Pass Pass 375 11/28 14 -2' Sewer Service Backfill - Building 13 - Lot 2 Pass 376 11/28 15 -2' Sewer Service Backfill - Building 13 - Lot 3 A 13.5% 116.2 0.5% A 12.8% 117.0 -0.2% 98% Pass 98% Pass Pass 377 11/28 16 -2' Sewer Service Backfill - Building 13 - Lot 4 A 13.6% 115.8 0.6% 97% Pass Pass 378 11/28 17 -2' Sewer Main Backfill - MH A8.1 - 10' N Pass 379 11/28 18 -2' Sewer Service Backfill - Building 12 - Lot 1 A 12.9% 118.2 -0.1% A 12.7% 115.5 -0.3% 97% Pass 99% Pass Pass 380 11/28 19 -2' Sewer Service Backfill - Building 12 - Lot 2 A 13.8% 117.0 0.8% 98% Pass Pass 381 11/29 1 -2' Sewer Service Backfill - Building 14 - Lot 1 Pass 382 11/29 2 -2' Sewer Service Backfill - Building 14 - Lot 2 A 13.7% 116.2 0.7% A 12.6% 115.8 -0.4% 97% Pass 98% Pass Pass 383 11/29 3 -2' Sewer Service Backfill - Building 14 - Lot 3 A 13.5% 116.6 0.5% 98% Pass Pass 384 11/29 4 -2' Sewer Service Backfill - Building 14 - Lot 4 Pass 385 11/29 5 -2' Sewer Service Backfill - Building 14 - Lot 5 A 12.8% 115.5 -0.2% A 13.0% 115.7 0.0% 97% Pass 97% Pass Pass 386 11/29 6 Grade Sewer Service Backfill - Building 14 - Lot 1 A 12.5% 117.5 -0.5% 99% Pass Pass 387 11/29 7 Grade Sewer Service Backfill - Building 14 - Lot 2 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 400 11/30 1 -3' Sewer Main Backfill - MH A7 - 7' E A 13.7% Number Number ID Percent Compaction (Pass/Fail) 116.5 0.7% 98% Pass Pass 401 11/30 2 -3' Sewer Main Backfill - MH A7 - 1' E Pass 402 11/30 3 -3' Sewer Main Backfill - MH A7 - 50' W A 12.7% 118.2 -0.3% A 12.5% 114.5 -0.5% 96% Pass 99% Pass Pass 403 11/30 4 -3' Sewer Service Backfill - Building 10 - Lot 1 A 13.1% 117.6 0.1% 99% Pass Pass 404 11/30 5 -3' Sewer Service Backfill - Building 10 - Lot 2 Pass 405 11/30 6 -3' Sewer Service Backfill - Building 10 - Lot 3 A 14.0% 116.6 1.0% A 13.5% 115.6 0.5% 97% Pass 98% Pass Pass 406 11/30 7 -3' Sewer Service Backfill - Building 10 - Lot 4 A 13.1% 118.0 0.1% 99% Pass Pass 407 11/30 8 -3' Sewer Service Backfill - Building 10 - Lot 5 Pass 408 11/30 9 -3' Sewer Service Backfill - Building 10 - Lot 6 A 12.6% 114.8 -0.4% A 12.1% 118.2 -0.9% 99% Pass 96% Pass Pass 409 11/30 10 -3' Sewer Service Backfill - Building 10 - Lot 7 A 11.9% 115.0 -1.1% 97% Pass Pass 410 11/30 11 -1' Sewer Service Backfill - Building 9 - Lot 1 Pass 411 11/30 12 -1' Sewer Service Backfill - Building 9 - Lot 2 A 11.2% 116.9 -1.8% A 11.5% 117.0 -1.5% 98% Pass 98% Pass Pass 412 11/30 13 -1' Sewer Service Backfill - Building 9 - Lot 3 A 12.0% 116.5 -1.0% 98% Pass Pass 413 11/30 14 -1' Sewer Service Backfill - Building 9 - Lot 4 Pass 414 11/30 15 -1' Sewer Service Backfill - Building 9 - Lot 5 A 13.1% 118.1 0.1% A 12.5% 117.0 -0.5% 98% Pass 99% Pass Pass 415 11/30 16 -2' Sewer Main Backfill - MH A7 - 5' W A 12.6% 117.7 -0.4% 99% Pass Pass 416 11/30 17 -2' Sewer Main Backfill - MH A7 - 60' W Pass 417 11/30 18 -4' Sewer Main Backfill - MH A8 - 40' W A 12.2% 115.5 -0.8% A 11.9% 116.2 -1.1% 98% Pass 97% Pass Pass 418 11/30 19 -4' Sewer Main Backfill - MH A8 - 3' W A 11.5% 118.6 -1.5% 100% Pass Pass 419 12/1 1 -4' Sewer Main Backfill - MH A8 - 25' E Pass 420 12/1 2 -4' Sewer Main Backfill - MH A9 - 5' W A 13.5% 116.2 0.5% A 12.8% 117.8 -0.2% 99% Pass 98% Pass Pass 421 12/1 3 -3' Sewer Service Backfill - Block 11 - Lot 1 A 11.9% 115.3 -1.1% 97% Pass Pass 422 12/1 4 -3' Sewer Service Backfill - Block 11 - Lot 2 Pass 423 12/1 5 -3' Sewer Service Backfill - Block 11 - Lot 3 A 11.5% 118.0 -1.5% A 11.2% 115.2 -1.8% 97% Pass 99% Pass Pass 424 12/1 6 -3' Sewer Service Backfill - Block 11 - Lot 4 A 12.0% 118.0 -1.0% 99% Pass Pass 425 12/1 7 -3' Sewer Service Backfill - Block 11 - Lot 5 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 December 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 438 12/2 1 -2' Sewer Main Backfill - MH A8 - 75' E A 13.3% Number Number ID Percent Compaction (Pass/Fail) 117.8 0.3% 99% Pass Pass 439 12/2 2 -1' Sewer Service Backfill - Building 11 - Lot 1 Pass 440 12/2 3 -1' Sewer Service Backfill - Building 11 - Lot 2 A 14.2% 115.4 1.2% A 14.0% 116.6 1.0% 98% Pass 97% Pass Pass 441 12/2 4 -1' Sewer Service Backfill - Building 11 - Lot 3 A 13.7% 116.9 0.7% 98% Pass Pass 442 12/2 5 -1' Sewer Service Backfill - Building 11 - Lot 4 Pass 443 12/2 6 -1' Sewer Service Backfill - Building 11 - Lot 5 A 13.9% 116.3 0.9% A 14.6% 117.2 1.6% 98% Pass 98% Pass Pass 444 12/2 7 -1' Sewer Main Backfill - MH A7 - 40' W A 13.1% 114.1 0.1% 96% Pass Pass 445 12/2 8 -1' Sewer Main Backfill - MH A7 - 30' E Pass 446 12/2 9 Grade Sewer Main Backfill - MH A7 - 5' W A 14.1% 114.9 1.1% A 13.6% 115.3 0.6% 97% Pass 97% Pass Pass 447 12/2 10 Grade Sewer Main Backfill - MH A7 - 10' E A 13.4% 115.9 0.4% 97% Pass Pass 448 12/2 11 -1' Sewer Main Backfill - MH A8 - 60' E Pass 449 12/2 12 -1' Sewer Main Backfill - MH A8 - 8' E A 13.7% 117.2 0.7% A 14.2% 116.8 1.2% 98% Pass 98% Pass Pass 450 12/2 13 Grade Sewer Main Backfill - MH A8 - 4' W A 13.4% 118.3 0.4% 99% Pass Pass 451 12/2 14 Grade Sewer Main Backfill - MH A9 - 8' E Pass 452 12/21 1 -4' Sewer Service Backfill - Block 21 - Lot 1 A 13.4% 115.5 0.4% A 13.8% 114.0 0.8% 96% Pass 97% Pass Pass 453 12/21 2 -4' Sewer Service Backfill - Block 21 - Lot 2 A 14.1% 116.2 1.1% 98% Pass Pass 454 12/21 3 -4' Sewer Service Backfill - Block 21 - Lot 3 Pass 455 12/21 4 -4' Sewer Service Backfill - Block 21 - Lot 4 A 14.8% 114.9 1.8% A 14.5% 115.7 1.5% 97% Pass 97% Pass Pass 456 12/21 5 -3' Sewer Main Backfill - MH A2.2A - 2' N A 13.9% 115.3 0.9% 97% Pass Pass 457 12/21 6 -3' Sewer Main Backfill - MH A2.2A - 55' N Pass 458 12/21 7 -3' Sewer Main Backfill - MH A2 - 75' S A 12.5% 116.3 -0.5% A 12.7% 114.1 -0.3% 96% Pass 98% Pass Pass 459 12/21 8 -2' Sewer Main Backfill - MH A2 - 100' S A 12.9% 114.0 -0.1% 96% Pass Pass 460 12/21 9 -2' Sewer Main Backfill - MH A2.2A - 8' N Pass 461 12/21 10 -1' Sewer Service Backfill - Block 21 - Lot 1 A 13.7% 115.9 0.7% A 13.6% 115.6 0.6% 97% Pass 97% Pass Pass 462 12/21 11 -1' Sewer Service Backfill - Block 21 - Lot 2 A 14.0% 115.3 1.0% 97% Pass Pass 463 12/21 12 -1' Sewer Service Backfill - Block 21 - Lot 3 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 December 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 470 12/26 1 Grade Sewer Service Backfill - Building 20 - Lot 1 A 11.9% Number Number ID Percent Compaction (Pass/Fail) 117.0 -1.1% 98% Pass Pass 471 12/26 2 Grade Sewer Service Backfill - Building 20 - Lot 2 Pass 472 12/26 3 Grade Sewer Service Backfill - Building 20 - Lot 3 A 12.9% 117.4 -0.1% A 12.3% 118.2 -0.7% 99% Pass 99% Pass Pass 473 12/26 4 Grade Sewer Service Backfill - Building 20 - Lot 4 A 13.5% 116.4 0.5% 98% Pass Pass 474 12/26 5 Grade Sewer Service Backfill - Building 20 - Lot 5 Pass 475 12/26 6 Grade Sewer Main Backfill - MH A2 - 65' S A 13.9% 114.5 0.9% A 12.8% 115.7 -0.2% 97% Pass 96% Pass Pass 476 12/26 7 Grade Sewer Main Backfill - MH A2.2A - 1' W A 13.1% 115.8 0.1% 97% Pass Pass 477 12/26 8 -4' Sewer Service Backfill - Building 17 - Lot 1 Pass 478 12/26 9 -4' Sewer Service Backfill - Building 17 - Lot 2 A 13.3% 117.0 0.3% A 12.8% 117.2 -0.2% 98% Pass 98% Pass Pass 479 12/26 10 -4' Sewer Service Backfill - Building 17 - Lot 3 A 13.7% 117.1 0.7% 98% Pass Pass 480 12/26 11 -4' Sewer Service Backfill - Building 17 - Lot 4 Pass 481 12/26 12 -4' Sewer Service Backfill - Building 17 - Lot 5 A 14.0% 115.9 1.0% A 14.2% 116.4 1.2% 98% Pass 97% Pass Pass 482 12/26 13 -6' Sewer Main Backfill - Int Bluegrass & Crest Top - 100' N A 12.0% 116.0 -1.0% 97% Pass Pass 483 12/26 14 -4' Sewer Main Backfill - Int Bluegrass & Crest Top - 120' N Pass 484 12/26 15 -2' Sewer Service Backfill - Building 17 - Lot 1 A 13.0% 117.7 0.0% A 12.9% 116.5 -0.1% 98% Pass 99% Pass Pass 485 12/26 16 -2' Sewer Service Backfill - Building 17 - Lot 2 A 13.6% 116.3 0.6% 98% Pass Pass 486 12/26 17 -2' Sewer Service Backfill - Building 17 - Lot 3 Pass 487 12/26 18 -2' Sewer Service Backfill - Building 17 - Lot 4 A 12.8% 118.0 -0.2% A 13.4% 117.2 0.4% 98% Pass 99% Pass Pass 488 12/26 19 -2' Sewer Service Backfill - Building 17 - Lot 5 A 12.3% 115.8 -0.7% 97% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 489 11/19 1 -2' Water Service Backfill - Building 20 - Lot 1 A 13.2% Number Number ID Percent Compaction (Pass/Fail) 116.0 0.2% 97% Pass Pass 490 11/19 2 -2' Water Service Backfill - Building 20 - Lot 2 Pass 491 11/19 3 -2' Water Service Backfill - Building 20 - Lot 3 A 13.6% 115.7 0.6% A 12.5% 114.6 -0.5% 96% Pass 97% Pass Pass 492 11/19 4 -2' Water Service Backfill - Building 20 - Lot 4 A 14.2% 114.2 1.2% 96% Pass Pass 493 11/19 5 -2' Water Service Backfill - Building 20 - Lot 5 Pass 494 11/19 6 -2' Water Main Backfill - Int Crown & Upland - 60' S A 13.7% 115.9 0.7% A 14.0% 114.0 1.0% 96% Pass 97% Pass Pass 495 11/19 7 Grade Water Service Backfill - Building 20 - Lot 1 A 13.6% 116.0 0.6% 97% Pass Pass 496 11/19 8 Grade Water Service Backfill - Building 20 - Lot 2 Pass 497 11/19 9 Grade Water Service Backfill - Building 20 - Lot 3 A 12.9% 116.5 -0.1% A 13.3% 115.7 0.3% 97% Pass 98% Pass Pass 498 11/19 10 Grade Water Service Backfill - Building 20 - Lot 4 A 13.0% 117.2 0.0% 98% Pass Pass 499 11/19 11 Grade Water Main Backfill - Int Crown & Upland - 50' S Pass 500 11/20 1 -2' Water Main Backfill - Int Crown & Upland - 2' N A 13.3% 117.0 0.3% A 14.0% 114.2 1.0% 96% Pass 98% Pass Pass 501 11/20 2 -1' Water Main Backfill - Int Crown & Upland - 40' N A 14.0% 114.2 1.0% 96% Pass Pass 502 11/20 3 Grade Water Main Backfill - Int Crown & Upland - 100' N Pass 503 11/20 4 -2' Water Main Backfill - Int Crown & Upland - 120' N A 14.2% 115.2 1.2% A 13.6% 116.8 0.6% 98% Pass 97% Pass Pass 504 11/20 5 -1' Water Main Backfill - Int Crown & Upland - 150' N A 13.2% 115.7 0.2% 97% Pass Pass 505 11/20 6 Grade Water Main Backfill - Int Crown & Upland - 200' N Pass 506 11/21 1 -4' Water Service Backfill - Block 22 - Lot 1 A 14.0% 115.2 1.0% A 13.7% 116.0 0.7% 97% Pass 97% Pass Pass 507 11/21 2 -2' Water Service Backfill - Block 22 - Lot 2 A 14.2% 116.1 1.2% 98% Pass Pass 508 11/21 3 -2' Water Service Backfill - Block 22 - Lot 3 Pass 509 11/21 4 -1' Water Service Backfill - Block 22 - Lot 4 A 13.2% 115.9 0.2% A 13.5% 117.3 0.5% 99% Pass 97% Pass Pass 510 11/21 5 -1' Water Service Backfill - Block 22 - Lot 5 A 13.6% 114.6 0.6% 96% Pass Pass 511 11/21 6 -1' Water Service Backfill - Block 22 - Lot 6 Pass 512 11/21 7 -1' Water Service Backfill - Block 22 - Lot 7 A 12.8% 115.5 -0.2% A 12.9% 114.9 -0.1% 97% Pass 97% Pass Pass 513 11/21 8 -1' Water Service Backfill - Block 22 - Lot 8 A 13.2% 116.3 0.2% 98% Pass Pass 514 11/21 9 -1' Water Service Backfill - Block 22 - Lot 9 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 522 11/26 1 -1' Water Main Backfill - Int Downs Way & Bluegrass - 50' S A 11.2% Number Number ID Percent Compaction (Pass/Fail) 116.0 -1.8% 97% Pass Pass 523 11/26 2 -1' Water Service Backfill - Block 21 - Lot 1 Pass 524 11/26 3 -1' Water Service Backfill - Block 21 - Lot 2 A 12.0% 116.5 -1.0% A 11.9% 117.0 -1.1% 98% Pass 98% Pass Pass 525 11/26 4 -1' Water Service Backfill - Block 21 - Lot 3 A 11.5% 117.7 -1.5% 99% Pass Pass 526 11/26 5 -1' Water Service Backfill - Block 21 - Lot 4 Pass 527 11/26 6 Grade Water Main Backfill - Int Downs Way & Bluegrass - 10' S A 12.5% 116.7 -0.5% A 11.2% 116.3 -1.8% 98% Pass 98% Pass Pass 528 11/26 7 Grade Water Main Backfill - Int Downs Way & Bluegrass - 60' S A 12.3% 115.8 -0.7% 97% Pass Pass 529 11/26 8 Grade Water Service Backfill - Building 20 - Lot 5 Pass 530 11/26 9 -2' Water Main Backfill - Int Downs Way & Bluegrass - 50' W A 13.7% 115.9 0.7% A 13.0% 116.2 0.0% 98% Pass 97% Pass Pass 531 11/26 10 -2' Water Main Backfill - Int Downs Way & Bluegrass - 120' S A 12.7% 115.8 -0.3% 97% Pass Pass 532 11/26 11 -2' Water Main Backfill - Int Ridge Top & Bluegrass - 100' E Pass 533 11/26 12 -2' Water Service Backfill - Building 1 - Lot 1 A 11.8% 117.6 -1.2% A 11.9% 116.3 -1.1% 98% Pass 99% Pass Pass 534 11/26 13 -2' Water Service Backfill - Building 1 - Lot 2 A 12.2% 116.2 -0.8% 98% Pass Pass 535 11/26 14 -2' Water Service Backfill - Building 1 - Lot 3 Pass 536 11/26 15 -2' Water Service Backfill - Building 1 - Lot 4 A 11.3% 118.1 -1.7% A 12.3% 118.0 -0.7% 99% Pass 99% Pass Pass 537 11/26 16 -2' Water Service Backfill - Building 1 - Lot 5 A 11.5% 116.7 -1.5% 98% Pass Pass 538 11/26 17 -2' Water Service Backfill - Building 1 - Lot 6 Pass 539 11/26 18 -2' Water Service Backfill - Building 1 - Lot 7 A 12.5% 116.0 -0.5% A 12.7% 115.8 -0.3% 97% Pass 97% Pass Pass 540 11/26 19 -2' Water Main Backfill - Int Ridge Top & Bluegrass - 50' W A 11.9% 115.9 -1.1% 97% Pass Pass 541 11/27 1 -2' Water Main Backfill - Int Ridge Top & Bluegrass - 100' N Pass 542 11/27 2 -1' Water Main Backfill - Int Ridge Top & Bluegrass - 120' N A 11.9% 116.7 -1.1% A 11.6% 116.3 -1.4% 98% Pass 98% Pass Pass 543 11/27 3 -2' Water Service Backfill - Building 2 - Lot 1 A 12.1% 115.9 -0.9% 97% Pass Pass 544 11/27 4 -2' Water Service Backfill - Building 2 - Lot 2 Pass 545 11/27 5 -2' Water Service Backfill - Building 2 - Lot 3 A 12.5% 116.0 -0.5% A 11.7% 115.3 -1.3% 97% Pass 97% Pass Pass 546 11/27 6 -2' Water Service Backfill - Building 2 - Lot 4 A 12.3% 117.1 -0.7% 98% Pass Pass 547 11/27 7 -2' Water Service Backfill - Building 2 - Lot 5 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 561 11/28 1 Grade Water Main Backfill - Int Bluegrass & Ridge Top - 75' N A 11.9% Number Number ID Percent Compaction (Pass/Fail) 116.3 -1.1% 98% Pass Pass 562 11/28 2 Grade Water Main Backfill - Int Bluegrass & Ridge Top - 75' N Pass 563 11/28 3 -2' Water Main Backfill - Int Knolls End & Ridge Top - 75' N A 12.7% 117.7 -0.3% A 11.8% 118.0 -1.2% 99% Pass 99% Pass Pass 564 11/28 4 -1' Water Service Backfill - Building 5 - Lot 2 A 12.9% 118.0 -0.1% 99% Pass Pass 565 11/28 5 -1' Water Service Backfill - Building 5 - Lot 3 Pass 566 11/28 6 -1' Water Service Backfill - Building 5 - Lot 4 A 13.2% 117.1 0.2% A 13.0% 117.0 0.0% 98% Pass 98% Pass Pass 567 11/28 7 -1' Water Service Backfill - Building 5 - Lot 5 A 11.5% 116.9 -1.5% 98% Pass Pass 568 11/28 8 -1' Water Service Backfill - Building 7 - Lot 1 Pass 569 11/28 9 -1' Water Service Backfill - Building 7 - Lot 2 A 12.3% 115.8 -0.7% A 12.0% 116.5 -1.0% 98% Pass 97% Pass Pass 570 11/28 10 -1' Water Service Backfill - Building 7 - Lot 3 A 11.7% 116.7 -1.3% 98% Pass Pass 571 11/28 11 -1' Water Service Backfill - Building 7 - Lot 4 Pass 572 11/28 12 -1' Water Service Backfill - Building 7 - Lot 5 A 11.9% 116.0 -1.1% A 12.3% 116.8 -0.7% 98% Pass 97% Pass Pass 573 11/28 13 -2' Water Main Backfill - Int Knolls End & Ridge Top - 40' S A 12.7% 116.8 -0.3% 98% Pass Pass 574 11/28 14 -1' Water Service Backfill - Building 9 - Lot 1 Pass 575 11/28 15 -1' Water Service Backfill - Building 9 - Lot 2 A 11.4% 115.9 -1.6% A 12.5% 115.7 -0.5% 97% Pass 97% Pass Pass 576 11/28 16 -1' Water Service Backfill - Building 9 - Lot 3 A 13.0% 116.2 0.0% 98% Pass Pass 577 11/28 17 -1' Water Service Backfill - Building 9 - Lot 4 Pass 578 11/28 18 -1' Water Service Backfill - Building 9 - Lot 5 A 12.4% 117.8 -0.6% A 13.2% 116.0 0.2% 97% Pass 99% Pass Pass 579 11/29 1 -2' Water Main Backfill - Int Knolls End & Ridge Top - 50' W A 12.4% 116.8 -0.6% 98% Pass Pass 580 11/29 2 -2' Water Main Backfill - Int Knolls End & Ridge Top - 75' E Pass 581 11/29 3 Grade Water Main Backfill - Int Knolls End & Ridge Top - 150' S A 12.0% 117.5 -1.0% A 11.9% 116.1 -1.1% 98% Pass 99% Pass Pass 582 11/29 4 -1' Water Service Backfill - Building 8 - Lot 1 A 13.1% 116.9 0.1% 98% Pass Pass 583 11/29 5 -1' Water Service Backfill - Building 8 - Lot 2 Pass 584 11/29 6 -1' Water Service Backfill - Building 8 - Lot 3 A 13.4% 116.1 0.4% A 12.7% 117.8 -0.3% 99% Pass 98% Pass Pass 585 11/29 7 -1' Water Service Backfill - Building 8 - Lot 4 A 11.9% 115.9 -1.1% 97% Pass Pass 586 11/29 8 -1' Water Service Backfill - Building 8 - Lot 5 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 December 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 603 12/3 1 -1' Water Service Backfill - Building 11 - Lot 1 A 13.6% Number Number ID Percent Compaction (Pass/Fail) 116.1 0.6% 98% Pass Pass 604 12/3 2 -1' Water Service Backfill - Building 11 - Lot 2 Pass 605 12/3 3 -1' Water Service Backfill - Building 11 - Lot 3 A 12.0% 118.0 -1.0% A 13.1% 117.2 0.1% 98% Pass 99% Pass Pass 606 12/3 4 -1' Water Service Backfill - Building 11 - Lot 4 A 12.9% 118.2 -0.1% 99% Pass Pass 607 12/3 5 -1' Water Service Backfill - Building 11 - Lot 5 Pass 608 12/3 6 -1' Water Main Backfill - Int Knolls End & Precipice - 50' W A 11.4% 117.5 -1.6% A 11.7% 117.8 -1.3% 99% Pass 99% Pass Pass 609 12/3 7 -1' Water Service Backfill - Building 12 - Lot 1 A 12.3% 115.9 -0.7% 97% Pass Pass 610 12/3 8 -1' Water Service Backfill - Building 12 - Lot 2 Pass 611 12/3 9 -1' Water Service Backfill - Building 12 - Lot 3 A 13.1% 114.7 0.1% A 13.7% 115.4 0.7% 97% Pass 96% Pass Pass 612 12/3 10 -1' Water Service Backfill - Building 12 - Lot 4 A 12.2% 116.8 -0.8% 98% Pass Pass 613 12/3 11 -1' Water Service Backfill - Building 12 - Lot 5 Pass 614 12/3 12 -2' Water Main Backfill - Int Knolls End & Precipice - 75' S A 12.7% 116.8 -0.3% A 12.5% 116.2 -0.5% 98% Pass 98% Pass Pass 615 12/4 1 -2' Water Service Backfill - Building 13 - Lot 1 A 12.5% 116.7 -0.5% 98% Pass Pass 616 12/4 2 -2' Water Service Backfill - Building 13 - Lot 2 Pass 617 12/4 3 -2' Water Service Backfill - Building 13 - Lot 3 A 12.7% 116.2 -0.3% A 13.3% 116.0 0.3% 97% Pass 98% Pass Pass 618 12/4 4 -2' Water Service Backfill - Building 13 - Lot 4 A 13.2% 116.8 0.2% 98% Pass Pass 619 12/4 5 -2' Water Main Backfill - Int Knolls End & Precipice - 200' S Pass 620 12/5 1 -2' Water Service Backfill - Building 15 - Lot 1 A 13.2% 115.9 0.2% A 12.8% 117.7 -0.2% 99% Pass 97% Pass Pass 621 12/5 2 -2' Water Service Backfill - Building 15 - Lot 2 A 13.7% 116.4 0.7% 98% Pass Pass 622 12/5 3 -2' Water Service Backfill - Building 15 - Lot 3 Pass 623 12/5 4 -2' Water Service Backfill - Building 15 - Lot 4 A 11.5% 116.2 -1.5% A 13.0% 116.8 0.0% 98% Pass 98% Pass Pass 624 12/5 5 -2' Water Service Backfill - Building 15 - Lot 5 A 11.6% 118.0 -1.4% 99% Pass Pass 625 12/5 6 -2' Water Service Backfill - Building 12 - Lot 1 Pass 626 12/5 7 -2' Water Service Backfill - Building 12 - Lot 2 A 12.2% 115.3 -0.8% A 11.0% 117.0 -2.0% 98% Pass 97% Pass Pass 627 12/5 8 -2' Water Service Backfill - Building 12 - Lot 3 A 12.7% 116.0 -0.3% 97% Pass Pass 628 12/5 9 -2' Water Service Backfill - Building 12 - Lot 4 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 December 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 642 12/11 1 Grade Water Service Backfill - Building 15 - Lot 1 A 12.3% Number Number ID Percent Compaction (Pass/Fail) 115.9 -0.7% 97% Pass Pass 643 12/11 2 Grade Water Service Backfill - Building 15 - Lot 2 Pass 644 12/11 3 Grade Water Service Backfill - Building 15 - Lot 3 A 13.5% 116.9 0.5% A 12.4% 117.1 -0.6% 98% Pass 98% Pass Pass 645 12/11 4 Grade Water Service Backfill - Building 15 - Lot 4 A 13.3% 115.8 0.3% 97% Pass Pass 646 12/11 5 Grade Water Service Backfill - Building 15 - Lot 5 Pass 647 12/11 6 -1' Water Main Backfill - Int Knolls End & Precipice - 200' S A 14.0% 114.1 1.0% A 14.3% 113.8 1.3% 96% Pass 96% Pass Pass 648 12/11 7 -2' Water Service Backfill - Building 14 - Lot 1 A 12.1% 116.9 -0.9% 98% Pass Pass 649 12/11 8 -2' Water Service Backfill - Building 14 - Lot 2 Pass 650 12/11 9 -2' Water Service Backfill - Building 14 - Lot 3 A 13.2% 118.3 0.2% A 13.4% 117.1 0.4% 98% Pass 99% Pass Pass 651 12/11 10 -2' Water Service Backfill - Building 14 - Lot 4 A 13.0% 118.0 0.0% 99% Pass Pass 652 12/11 11 -2' Water Service Backfill - Building 14 - Lot 5 Pass 653 12/12 1 Grade Water Service Backfill - Building 14 - Lot 1 A 11.9% 114.5 -1.1% A 12.6% 117.7 -0.4% 99% Pass 96% Pass Pass 654 12/12 2 Grade Water Service Backfill - Building 14 - Lot 2 A 12.1% 115.0 -0.9% 97% Pass Pass 655 12/12 3 Grade Water Service Backfill - Building 14 - Lot 3 Pass 656 12/12 4 Grade Water Service Backfill - Building 14 - Lot 4 A 13.2% 116.1 0.2% A 12.7% 116.7 -0.3% 98% Pass 98% Pass Pass 657 12/12 5 Grade Water Service Backfill - Building 14 - Lot 5 A 13.3% 117.2 0.3% 98% Pass Pass 658 12/12 6 Grade Water Main Backfill - Int Knolls End & Precipice - 250' S Pass 659 12/12 7 -1' Water Service Backfill - Building 17 - Lot 1 A 11.6% 116.7 -1.4% A 12.0% 115.3 -1.0% 97% Pass 98% Pass Pass 660 12/12 8 -1' Water Service Backfill - Building 17 - Lot 2 A 11.9% 118.0 -1.1% 99% Pass Pass 661 12/12 9 -1' Water Service Backfill - Building 17 - Lot 3 Pass 662 12/12 10 -1' Water Service Backfill - Building 17 - Lot 4 A 13.4% 116.2 0.4% A 12.2% 116.0 -0.8% 97% Pass 98% Pass Pass 663 12/12 11 -1' Water Main Backfill - Int Crest Top & Bluegrass - 100' N A 12.3% 115.3 -0.7% 97% Pass Pass 664 12/12 12 -1' Water Service Backfill - Building 16 - Lot 1 Pass 665 12/12 13 -1' Water Service Backfill - Building 16 - Lot 2 A 11.7% 117.1 -1.3% A 11.9% 116.4 -1.1% 98% Pass 98% Pass Pass 666 12/12 14 -1' Water Service Backfill - Building 16 - Lot 3 A 12.5% 116.0 -0.5% 97% Pass Pass 667 12/12 15 -1' Water Service Backfill - Building 16 - Lot 4 Pass MOUNTAIN'S EDGE Fort Collins, Colorado Project # 18-2066 December 2018 Field Moisture/Density Testing Summary Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Moisture Compaction 680 11/27 1 -4' Storm Drain Backfill - Overland Tr - STA 15+68 A 12.3% Number Number ID Percent Compaction (Pass/Fail) 116.2 -0.7% 98% Pass Pass 681 11/27 2 -5' Storm Drain Backfill - Overland Tr - STA 15+40 Pass 682 11/27 3 -6' Storm Drain Backfill - Overland Tr - STA 15+55 A 12.3% 116.7 -0.7% A 13.0% 117.0 0.0% 98% Pass 98% Pass Pass 683 12/18 1 Grade Storm Drain Backfill - Int Crown View & Precipice - 40' N A 13.7% 113.9 0.7% 96% Pass Pass 684 12/18 2 Grade Storm Drain Backfill - Int Crown View & Knolls End - 85' N Pass 685 12/18 3 Grade Storm Drain Backfill - Int Crown View & Knolls End - 20' W A 12.1% 116.2 -0.9% A 12.0% 115.8 -1.0% 97% Pass 98% Pass Pass 686 12/18 4 Grade Storm Drain Backfill - Int Bluegrass & Downs Way - 80' W A 11.5% 116.7 -1.5% 98% Pass Pass 687 12/21 1 Grade Storm Drain Backfill - Int Bluegrass & Downs Way - 200' N Pass 688 12/21 2 Grade Storm Drain Backfill - Int Bluegrass & Downs Way - 20' S A 12.2% 117.0 -0.8% A 11.0% 116.0 -2.0% 97% Pass 98% Pass Pass 689 12/21 3 Grade Storm Drain Backfill - Int Bluegrass & Overland Trail - 75' E A 11.5% 117.1 -1.5% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 668 12/12 16 -1' Water Service Backfill - Building 16 - Lot 5 A 11.9% 114.2 -1.1% A 11.1% 115.9 -1.9% 97% Pass 96% Pass Pass 669 12/12 17 -1' Water Service Backfill - Building 16 - Lot 6 A 12.0% 115.8 -1.0% 97% Pass Pass 670 12/12 18 -1' Water Service Backfill - Building 16 - Lot 7 Pass 671 12/13 1 Grade Water Main Backfill - Int Crest Top & Bluegrass - 80' N A 14.2% 117.0 1.2% A 11.3% 116.3 -1.7% 98% Pass 98% Pass Pass 672 12/13 2 -2' Water Service Backfill - Building 19 - Lot 1 & 2 A 13.5% 115.2 0.5% 97% Pass Pass 673 12/13 3 -1' Water Service Backfill - Building 19 - Lot 3 & 4 Pass 674 12/13 4 -1' Water Service Backfill - Building 19 - Lot 5 & 6 A 13.0% 116.7 0.0% A 13.0% 116.3 0.0% 98% Pass 98% Pass Pass 675 12/13 5 -1' Water Service Backfill - Building 19 - Lot 7 A 13.1% 115.5 0.1% 97% Pass Pass 676 12/13 6 -2' Water Main Backfill - Int Bluegrass & Upland - 50' S Pass 677 12/13 7 -1' Water Main Backfill - Int Bluegrass & Upland - 65' S A 14.1% 116.0 1.1% A 13.5% 117.8 0.5% 99% Pass 97% Pass Pass 678 12/13 8 -1' Water Service Backfill - Building 19 - Lot 1 & 2 A 13.7% 118.0 0.7% 99% Pass Pass 679 12/13 9 -1' Water Service Backfill - Building 19 - Lot 3 & 4 A 13.6% 116.5 0.6% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 629 12/5 10 -2' Water Service Backfill - Building 12 - Lot 5 A 13.3% 117.3 0.3% A 11.4% 116.9 -1.6% 98% Pass 99% Pass Pass 630 12/5 11 -1' Water Main Backfill - Int Knolls End & Precipice - 80' S A 13.0% 117.6 0.0% 99% Pass Pass 631 12/10 1 Grade Water Main Backfill - Int Knolls End & Precipice - 60' S Pass 632 12/10 2 Grade Water Service Backfill - Building 13 - Lot 1 A 11.5% 116.9 -1.5% A 13.0% 117.4 0.0% 99% Pass 98% Pass Pass 633 12/10 3 Grade Water Service Backfill - Building 13 - Lot 2 A 12.6% 115.5 -0.4% 97% Pass Pass 634 12/10 4 Grade Water Service Backfill - Building 13 - Lot 3 Pass 635 12/10 5 Grade Water Service Backfill - Building 13 - Lot 4 A 13.1% 114.9 0.1% A 12.9% 115.0 -0.1% 97% Pass 97% Pass Pass 636 12/10 6 Grade Water Main Backfill - Int Knolls End & Precipice - 120' S A 13.5% 114.1 0.5% 96% Pass Pass 637 12/10 7 Grade Water Service Backfill - Building 12 - Lot 1 Pass 638 12/10 8 Grade Water Service Backfill - Building 12 - Lot 2 A 12.8% 116.8 -0.2% A 13.0% 115.3 0.0% 97% Pass 98% Pass Pass 639 12/10 9 Grade Water Service Backfill - Building 12 - Lot 3 A 12.4% 117.3 -0.6% 99% Pass Pass 640 12/10 10 Grade Water Service Backfill - Building 12 - Lot 4 Pass 641 12/10 11 Grade Water Service Backfill - Building 12 - Lot 5 A 11.0% 116.7 -2.0% A 11.3% 117.0 -1.7% 98% Pass 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 587 11/29 9 -1' Water Service Backfill - Building 6 - Lot 1 A 11.0% 116.2 -2.0% A 11.5% 117.8 -1.5% 99% Pass 98% Pass Pass 588 11/29 10 -1' Water Service Backfill - Building 6 - Lot 2 A 12.1% 115.4 -0.9% 97% Pass Pass 589 11/29 11 -1' Water Service Backfill - Building 6 - Lot 3 Pass 590 11/29 12 -1' Water Service Backfill - Building 6 - Lot 4 A 11.3% 115.9 -1.7% A 12.5% 116.0 -0.5% 97% Pass 97% Pass Pass 591 11/29 13 Grade Water Main Backfill - Int Bluegrass & Ridge Top - 200' N A 12.9% 114.0 -0.1% 96% Pass Pass 592 11/30 1 -1' Water Service Backfill - Building 10 - Lot 1 Pass 593 11/30 2 -1' Water Service Backfill - Building 10 - Lot 2 A 12.7% 117.4 -0.3% A 12.1% 116.3 -0.9% 98% Pass 99% Pass Pass 594 11/30 3 -1' Water Service Backfill - Building 10 - Lot 3 A 12.5% 116.5 -0.5% 98% Pass Pass 595 11/30 4 -1' Water Service Backfill - Building 10 - Lot 4 Pass 596 11/30 5 -1' Water Service Backfill - Building 10 - Lot 5 A 11.4% 117.1 -1.6% A 11.8% 116.9 -1.2% 98% Pass 98% Pass Pass 597 11/30 6 -1' Water Service Backfill - Building 10 - Lot 6 A 12.7% 115.2 -0.3% 97% Pass Pass 598 11/30 7 -1' Water Service Backfill - Building 10 - Lot 7 Pass 599 11/30 8 -2' Water Main Backfill - Int Precipice & Knolls End - 60' W A 12.1% 116.9 -0.9% A 11.9% 116.2 -1.1% 98% Pass 98% Pass Pass 600 11/30 9 -2' Water Main Backfill - Int Precipice & Knolls End - 40' E A 11.0% 118.0 -2.0% 99% Pass Pass 601 11/30 10 Grade Water Main Backfill - Int Ridge Top & Knolls End - 75' E Pass 602 11/30 11 Grade Water Main Backfill - Int Precipice & Knolls End - 75' E A 12.7% 116.3 -0.3% A 11.8% 117.5 -1.2% 99% Pass 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 548 11/27 8 -2' Water Service Backfill - Building 2 - Lot 6 A 13.0% 118.0 0.0% A 13.2% 116.9 0.2% 98% Pass 99% Pass Pass 549 11/27 9 -2' Water Service Backfill - Building 2 - Lot 7 A 12.1% 115.7 -0.9% 97% Pass Pass 550 11/27 10 -2' Water Main Backfill - Int Ridge Top & Bluegrass - 200' N Pass 551 11/27 11 -2' Water Main Backfill - Int Ridge Top & Bluegrass - 250' N A 11.7% 116.8 -1.3% A 12.0% 116.3 -1.0% 98% Pass 98% Pass Pass 552 11/27 12 -2' Water Service Backfill - Building 3 - Lot 1 A 13.2% 116.1 0.2% 98% Pass Pass 553 11/27 13 -2' Water Service Backfill - Building 3 - Lot 2 Pass 554 11/27 14 -2' Water Service Backfill - Building 3 - Lot 3 A 13.0% 115.8 0.0% A 12.1% 115.9 -0.9% 97% Pass 97% Pass Pass 555 11/27 15 -2' Water Service Backfill - Building 3 - Lot 4 A 12.8% 116.0 -0.2% 97% Pass Pass 556 11/27 16 -2' Water Service Backfill - Building 4 - Lot 1 Pass 557 11/27 17 -22' Water Service Backfill - Building 4 - Lot 2 A 12.5% 116.5 -0.5% A 12.9% 116.2 -0.1% 98% Pass 98% Pass Pass 558 11/27 18 -2' Water Service Backfill - Building 4 - Lot 3 A 11.9% 116.0 -1.1% 97% Pass Pass 559 11/27 19 -2' Water Service Backfill - Building 4 - Lot 4 Pass 560 11/27 20 -2' Water Service Backfill - Building 4 - Lot 5 A 11.8% 116.3 -1.2% A 12.0% 116.9 -1.0% 98% Pass 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 515 11/21 10 -1' Water Service Backfill - Block 22 - Lot 10 A 14.1% 117.5 1.1% A 13.7% 116.9 0.7% 98% Pass 99% Pass Pass 516 11/21 11 -1' Water Main Backfill - Int Crown & Bluegrass - 150' N A 13.9% 116.8 0.9% 98% Pass Pass 517 11/21 12 -1' Water Main Backfill - Int Crown & Bluegrass - 300' N Pass 518 11/21 13 -1' Water Main Backfill - Int Crown & Bluegrass - 175' N A 13.2% 115.7 0.2% A 12.8% 117.2 -0.2% 98% Pass 97% Pass Pass 519 11/21 14 Grade Water Main Backfill - Int Crown & Bluegrass - 250' N A 13.1% 116.2 0.1% 98% Pass Pass 520 11/21 15 Grade Water Main Backfill - Int Crown & Bluegrass - 150' N Pass 521 11/21 16 Grade Water Main Backfill - Int Crown & Bluegrass - 300' N A 13.7% 114.8 0.7% A 13.8% 115.9 0.8% 97% Pass 96% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 464 12/21 13 -1' Sewer Service Backfill - Block 21 - Lot 4 A 13.4% 116.8 0.4% A 13.5% 115.4 0.5% 97% Pass 98% Pass Pass 465 12/21 14 -2' Sewer Service Backfill - Block 20 - Lot 1 A 14.2% 114.8 1.2% 96% Pass Pass 466 12/21 15 -2' Sewer Service Backfill - Block 20 - Lot 2 Pass 467 12/21 16 -2' Sewer Service Backfill - Block 20 - Lot 3 A 13.6% 114.9 0.6% A 13.1% 115.5 0.1% 97% Pass 97% Pass Pass 468 12/21 17 -2' Sewer Service Backfill - Block 20 - Lot 4 A 14.6% 115.3 1.6% 97% Pass Pass 469 12/21 18 -2' Sewer Service Backfill - Block 20 - Lot 5 A 13.7% 116.3 0.7% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 426 12/1 8 -3' Sewer Main Backfill - MH A9 - 10' W A 11.8% 116.7 -1.2% A 12.5% 117.0 -0.5% 98% Pass 98% Pass Pass 427 12/1 9 -3' Sewer Main Backfill - MH A8 - 8' E A 11.7% 117.2 -1.3% 98% Pass Pass 428 12/1 10 -2' Sewer Main Backfill - MH A8 - 3' E Pass 429 12/1 11 -1' Sewer Main Backfill - MH A9 - 8' W A 13.6% 115.9 0.6% A 12.2% 116.0 -0.8% 97% Pass 97% Pass Pass 430 12/1 12 -1' Sewer Service Backfill - Building 10 - Lot 1 A 11.9% 113.9 -1.1% 96% Pass Pass 431 12/1 13 -1' Sewer Service Backfill - Building 10 - Lot 2 Pass 432 12/1 14 -1' Sewer Service Backfill - Building 10 - Lot 3 A 12.8% 114.8 -0.2% A 13.0% 115.6 0.0% 97% Pass 96% Pass Pass 433 12/1 15 -1' Sewer Service Backfill - Building 10 - Lot 4 A 12.7% 115.2 -0.3% 97% Pass Pass 434 12/1 16 -1' Sewer Service Backfill - Building 10 - Lot 5 Pass 435 12/1 17 -1' Sewer Service Backfill - Building 10 - Lot 6 A 12.8% 117.2 -0.2% A 11.5% 116.5 -1.5% 98% Pass 98% Pass Pass 436 12/1 18 -1' Sewer Service Backfill - Building 10 - Lot 7 A 11.9% 118.0 -1.1% 99% Pass Pass 437 12/1 19 -1' Sewer Main Backfill - MH A7 - 5' E A 12.3% 117.6 -0.7% 99% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 388 11/29 8 Grade Sewer Service Backfill - Building 14 - Lot 3 A 11.9% 116.0 -1.1% A 11.0% 116.3 -2.0% 98% Pass 97% Pass Pass 389 11/29 9 Grade Sewer Service Backfill - Building 14 - Lot 4 A 11.8% 116.8 -1.2% 98% Pass Pass 390 11/29 10 Grade Sewer Service Backfill - Building 14 - Lot 5 Pass 391 11/29 11 -4' Sewer Main Backfill - MH A7 - 60' W A 13.1% 115.7 0.1% A 12.0% 116.7 -1.0% 98% Pass 97% Pass Pass 392 11/29 12 -4' Sewer Main Backfill - MH A7 - 4' W A 12.9% 115.7 -0.1% 97% Pass Pass 393 11/29 13 -4' Sewer Main Backfill - MH A7 - 10' E Pass 394 11/29 14 -4' Sewer Main Backfill - MH A7 - 100' E A 13.8% 115.8 0.8% A 13.5% 114.2 0.5% 96% Pass 97% Pass Pass 395 11/29 15 -3' Sewer Service Backfill - Building 9 - Lot 1 A 12.5% 116.0 -0.5% 97% Pass Pass 396 11/29 16 -3' Sewer Service Backfill - Building 9 - Lot 2 Pass 397 11/29 17 -3' Sewer Service Backfill - Building 9 - Lot 3 A 11.9% 117.2 -1.1% A 12.9% 117.7 -0.1% 99% Pass 98% Pass Pass 398 11/29 18 -3' Sewer Service Backfill - Building 9 - Lot 4 A 12.2% 117.0 -0.8% 98% Pass Pass 399 11/29 19 -3' Sewer Service Backfill - Building 9 - Lot 5 A 12.5% 116.8 -0.5% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 349 11/27 8 Grade Sewer Service Backfill - Building 12 - Lot 3 A 11.5% 116.7 -1.5% A 12.5% 116.2 -0.5% 98% Pass 98% Pass Pass 350 11/27 9 Grade Sewer Service Backfill - Building 12 - Lot 4 A 11.9% 116.8 -1.1% 98% Pass Pass 351 11/27 10 Grade Sewer Service Backfill - Building 12 - Lot 5 Pass 352 11/27 11 -2' Sewer Service Backfill - Building 15 - Lot 1 A 12.7% 116.0 -0.3% A 12.3% 116.2 -0.7% 98% Pass 97% Pass Pass 353 11/27 12 -2' Sewer Service Backfill - Building 15 - Lot 2 A 13.5% 116.1 0.5% 98% Pass Pass 354 11/27 13 -2' Sewer Service Backfill - Building 15 - Lot 3 Pass 355 11/27 14 -2' Sewer Service Backfill - Building 15 - Lot 4 A 13.0% 116.3 0.0% A 12.9% 117.2 -0.1% 98% Pass 98% Pass Pass 356 11/27 15 -2' Sewer Service Backfill - Building 15 - Lot 5 A 12.1% 117.4 -0.9% 99% Pass Pass 357 11/27 16 Grade Sewer Service Backfill - Building 12 - Lot 1 Pass 358 11/27 17 Grade Sewer Service Backfill - Building 12 - Lot 2 A 11.8% 116.5 -1.2% A 12.0% 116.7 -1.0% 98% Pass 98% Pass Pass 359 11/27 18 Grade Sewer Service Backfill - Building 12 - Lot 3 A 12.5% 115.0 -0.5% 97% Pass Pass 360 11/27 19 Grade Sewer Service Backfill - Building 12 - Lot 4 Pass 361 11/27 20 Grade Sewer Service Backfill - Building 12 - Lot 5 A 12.5% 115.8 -0.5% A 12.7% 114.7 -0.3% 96% Pass 97% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 312 11/21 8 -2' Sewer Main Backfill - MH A2 - 100' S A 13.6% 115.7 0.6% A 13.1% 116.2 0.1% 98% Pass 97% Pass Pass 313 11/21 9 -2' Sewer Main Backfill - MH A2.2A - 8' N A 14.1% 114.9 1.1% 97% Pass Pass 314 11/21 10 -1' Sewer Service Backfill - Block 21 - Lot 1 Pass 315 11/21 11 -1' Sewer Service Backfill - Block 21 - Lot 2 A 14.2% 114.1 1.2% A 13.4% 115.3 0.4% 97% Pass 96% Pass Pass 316 11/21 12 -1' Sewer Service Backfill - Block 21 - Lot 3 A 13.7% 116.3 0.7% 98% Pass Pass 317 11/21 13 -1' Sewer Service Backfill - Block 21 - Lot 4 Pass 318 11/21 14 -2' Sewer Service Backfill - Building 20 - Lot 1 A 14.0% 117.2 1.0% A 13.5% 116.0 0.5% 97% Pass 98% Pass Pass 319 11/21 15 -2' Sewer Service Backfill - Building 20 - Lot 2 A 13.7% 116.9 0.7% 98% Pass Pass 320 11/21 16 -2' Sewer Service Backfill - Building 20 - Lot 3 Pass 321 11/21 17 -2' Sewer Service Backfill - Building 20 - Lot 4 A 12.9% 116.6 -0.1% A 13.3% 115.3 0.3% 97% Pass 98% Pass Pass 322 11/21 18 -2' Sewer Service Backfill - Building 20 - Lot 5 A 12.5% 116.8 -0.5% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 276 11/16 10 -2' Sewer Service Backfill - Building 5 - Lot 1 A 13.0% 116.2 0.0% A 14.5% 115.7 1.5% 97% Pass 98% Pass Pass 277 11/16 11 -2' Sewer Service Backfill - Building 5 - Lot 2 A 14.0% 116.0 1.0% 97% Pass Pass 278 11/16 12 -2' Sewer Service Backfill - Building 5 - Lot 3 Pass 279 11/16 13 -2' Sewer Service Backfill - Building 5 - Lot 4 A 13.8% 116.5 0.8% A 14.5% 117.9 1.5% 99% Pass 98% Pass Pass 280 11/16 14 -2' Sewer Service Backfill - Building 5 - Lot 5 A 13.3% 116.0 0.3% 97% Pass Pass 281 11/16 15 -2' Sewer Main Backfill - MH A7 - 45' S Pass 282 11/16 16 Grade Sewer Main Backfill - MH A7 - 45' S A 13.2% 114.5 0.2% A 13.6% 116.1 0.6% 98% Pass 96% Pass Pass 283 11/16 17 -2' Sewer Main Backfill - MH A7 - 40' E A 12.8% 116.9 -0.2% 98% Pass Pass 284 11/16 18 Grade Sewer Main Backfill - MH A7 - 4' E Pass 285 11/16 19 Grade Sewer Main Backfill - MH A7 - 45' E A 12.5% 114.7 -0.5% A 12.9% 115.8 -0.1% 97% Pass 96% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 236 11/14 7 -4' Sewer Service Backfill - Building 3 - Lot 2 A 13.5% 114.8 0.5% A 13.6% 117.3 0.6% 99% Pass 96% Pass Pass 237 11/14 8 -4' Sewer Service Backfill - Building 3 - Lot 3 A 13.0% 116.8 0.0% 98% Pass Pass 238 11/14 9 -4' Sewer Service Backfill - Building 3 - Lot 4 Pass 239 11/14 10 -4' Sewer Main Backfill - MH A6 - 5' E A 13.9% 114.7 0.9% A 13.2% 115.5 0.2% 97% Pass 96% Pass Pass 240 11/14 11 -4' Sewer Main Backfill - MH A6 - 60' S A 14.3% 114.0 1.3% 96% Pass Pass 241 11/14 12 -6' Sewer Main Backfill - MH A6 - 10' N Pass 242 11/14 13 -6' Sewer Main Backfill - MH A6 - 100' N A 14.6% 115.6 1.6% A 15.0% 113.3 2.0% 95% Pass 97% Pass Pass 243 11/14 14 -6' Sewer Service Backfill - Building 5 - Lot 1 A 14.3% 116.9 1.3% 98% Pass Pass 244 11/14 15 -6' Sewer Service Backfill - Building 5 - Lot 2 Pass 245 11/14 16 -6' Sewer Service Backfill - Building 5 - Lot 3 A 13.5% 114.7 0.5% A 13.9% 117.2 0.9% 98% Pass 96% Pass Pass 246 11/14 17 -4' Sewer Service Backfill - Building 5 - Lot 4 A 13.0% 115.9 0.0% 97% Pass Pass 247 11/14 18 -4' Sewer Service Backfill - Building 5 - Lot 5 Pass 248 11/14 19 -2' Sewer Main Backfill - MH A6 - 2' S A 14.0% 116.5 1.0% A 14.1% 117.3 1.1% 99% Pass 98% Pass Pass 249 11/14 20 Grade Sewer Main Backfill - MH A6 - 5' N A 13.2% 116.0 0.2% 97% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min 98% Pass Pass 177 11/9 8 Grade Sewer Main Backfill - MH A4 - 10' E A 13.7% 116.3 0.7% 98% Pass Pass 176 11/9 7 -6' Sewer Main Backfill - MH A4 - 3' W A 13.2% 116.2 0.2% 174 11/9 5 Grade Sewer Main Backfill - MH A3 - 150' W Pass 175 11/9 6 -2' Sewer Main Backfill - MH A4 - 6' E A 14.6% 117.0 1.6% A 13.9% 116.0 0.9% 97% Pass 98% Pass Pass Pass 173 11/9 4 Grade Sewer Main Backfill - MH A3 - 5' W A 14.1% 116.5 1.1% 98% Pass Pass Pass 171 11/9 2 -2' Sewer Main Backfill - MH A2 - 55' W Pass 172 11/9 3 -2' Sewer Main Backfill - MH A3 - 4' E A 14.5% 115.6 1.5% A 14.2% 115.3 1.2% 97% Pass 97% Pass Moisture Compaction 170 11/9 1 -2' Sewer Main Backfill - MH A2 - 5' W A 13.9% Number Number ID Percent Compaction (Pass/Fail) 114.8 0.9% 96% Pass Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE 97% Pass Pass 97% Pass Pass 137 11/7 10 -4' Sewer Service Backfill - Building 16 - Lot 7 A 13.7% 116.7 0.7% 98% Pass Pass 136 11/7 9 -4' Sewer Service Backfill - Building 16 - Lot 6 A 14.7% 115.9 1.7% 97% Pass Pass 135 11/7 8 -4' Sewer Service Backfill - Building 16 - Lot 5 A 14.2% 116.3 1.2% 98% Pass Pass 134 11/7 7 -4' Sewer Service Backfill - Building 16 - Lot 4 A 13.6% 115.7 0.6% 132 11/7 5 -4' Sewer Service Backfill - Building 16 - Lot 2 Pass 133 11/7 6 -4' Sewer Service Backfill - Building 16 - Lot 3 A 13.9% 114.4 0.9% A 14.0% 115.8 1.0% 97% Pass 96% Pass Pass Pass 131 11/7 4 -4' Sewer Service Backfill - Building 16 - Lot 1 A 13.5% 115.6 0.5% 97% Pass Pass Pass 129 11/7 2 -4' Sewer Main Backfill - MH A2.1B - 2' S Pass 130 11/7 3 -2' Sewer Main Backfill - MH A2.1B - 5' N A 14.0% 116.2 1.0% A 13.7% 116.5 0.7% 98% Pass 98% Pass Moisture Compaction 128 11/7 1 -4' Sewer Service Backfill - Block 22 - Lot 8 A 14.3% Number Number ID Percent Compaction (Pass/Fail) 116.0 1.3% 97% Pass Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE A 13.5% 116.0 0.5% 97% Pass 98% Pass Pass Pass 94 11/1 4 -6' Sewer Main Backfill - MH A1 - 45' W A 13.1% 116.8 0.1% 98% Pass Pass Pass 92 11/1 2 -4' Sewer Main Backfill - MH A1 - 3" N Pass 93 11/1 3 -4' Sewer Main Backfill - MH A1 - 1' S A 12.0% 115.2 -1.0% A 12.0% 117.5 -1.0% 99% Pass 97% Pass Moisture Compaction 91 11/1 1 -6' Sewer Main Backfill - MH A1 - 2' S A 12.5% Number Number ID Percent Compaction (Pass/Fail) 118.2 -0.5% 99% Pass Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 November 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE 96% Pass Pass Pass 43 9/28 4 -9' Overexcavation/Backfill - Lot 11 C 14.5% 111.5 0.5% 97% Pass Pass Pass 41 9/28 2 -10' Overexcavation/Backfill - Building 20 Pass 42 9/28 3 -10' Overexcavation/Backfill - Building 20 C 13.0% 112.8 -1.0% C 14.5% 110.8 0.5% 96% Pass 98% Pass Moisture Compaction 40 9/28 1 -11' Overexcavation/Backfill - Building 20 C 13.5% Number Number ID Percent Compaction (Pass/Fail) 111.2 -0.5% 97% Pass Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 October 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE 7 9/24 1 -14' Overexcavation/Backfill - Roadway - Downs Way - 25' S of Bluegrass C 15.2% 112.6 1.2% 5 9/21 3 -17' Overexcavation/Backfill - Building 12 Pass 6 9/21 4 -17' Overexcavation/Backfill - Building 14 C 13.1% 113.9 -0.9% C 12.5% 112.8 -1.5% 98% Pass 99% Pass Pass Pass 4 9/21 2 -2' Overexcavation/Backfill - Roadway - Crown View - 25' S of Knolls Endd C 12.0% 112.0 -2.0% 97% Pass Pass *FAIL* 2 9/19 2 -2' Overexcavation/Backfill - Block 4 - Lots 2/3 *FAIL* 3 9/21 1 -1' Overexcavation/Backfill - Roadway - Crown View - 25' N of Knolls Endd C 14.6% 112.0 0.6% C 8.0% 103.1 -6.0% 90% *FAIL* 97% Pass Moisture Compaction 1 9/19 1 Grade Overexcavation/Backfill - Block 4 - Lots 1/2 C 9.8% Number Number ID Percent Compaction (Pass/Fail) 101.2 -4.2% 88% *FAIL* Test Test Proctor Moisture Moisture Variability Field Results Dry Material Tested and Location Project Date Daily Depth Density Fort Collins, Colorado Project # 18-2066 September 2018 Field Moisture/Density Testing Summary MOUNTAIN'S EDGE 66 10/2 7 -3' Overexcavation/Backfill - Lot 13 C 15.0% 113.2 1.0% C 14.0% 112.0 0.0% 97% Pass 98% Pass Pass 67 10/2 8 -2' Overexcavation/Backfill - Lot 14 C 12.8% 112.6 -1.2% 98% Pass Pass 68 10/3 1 -3' Overexcavation/Backfill - Building 20 Pass 69 10/3 2 -1' Overexcavation/Backfill - Building 20 C 14.0% 112.2 0.0% C 12.5% 111.3 -1.5% 97% Pass 98% Pass Pass 70 10/3 3 Grade Overexcavation/Backfill - Building 20 C 13.8% 113.5 -0.2% 99% Pass Pass 71 10/3 4 -1' Overexcavation/Backfill - Building 20 Pass 72 10/3 5 Grade Overexcavation/Backfill - Lot 11 C 15.0% 109.9 1.0% C 13.0% 114.0 -1.0% 99% Pass 96% Pass Pass 73 10/3 6 -1' Overexcavation/Backfill - Lot 12 C 14.9% 112.0 0.9% 97% Pass Pass 74 10/3 7 -1' Overexcavation/Backfill - Lot 13 Pass 75 10/3 8 Grade Overexcavation/Backfill - Lot 14 C 14.2% 114.1 0.2% C 15.5% 111.7 1.5% 97% Pass 99% Pass Pass Maximum Dry Density (pcf) 119.0 Compaction Requirement Proctor ID: A Moisture Content Requirement ±2% Optimum Moisture Content (%) 13.0% Procedure D-698 Compaction Requirement 95% Min 25 9/26 5 -12' Overexcavation/Backfill - Building 12 C 13.2% 112.2 -0.8% 95% Pass Pass 28 9/27 3 -1' Overexcavation/Backfill - Building 8 C 14.1% 110.5 0.1% 96% Pass Pass 27 9/27 2 -12' Overexcavation/Backfill - Building 13 C 13.6% 109.7 -0.4% 29 9/27 4 -1' Overexcavation/Backfill - Building 6 Pass 30 9/27 5 -15' Overexcavation/Backfill - Building 20 C 13.8% 109.8 -0.2% C 14.5% 111.9 0.5% 97% Pass 95% Pass Pass 96% Pass Pass 32 9/27 7 -15' Overexcavation/Backfill - Building 20 C 15.0% 111.7 1.0% 97% Pass Pass 31 9/27 6 -14' Overexcavation/Backfill - Building 20 C 15.0% 110.5 1.0% 98% Pass Pass 34 9/27 9 -10' Overexcavation/Backfill - Lot 11 C 13.7% 113.5 -0.3% 99% Pass Pass 33 9/27 8 -13' Overexcavation/Backfill - Building 20 C 14.5% 112.2 0.5% 35 9/27 10 -9' Overexcavation/Backfill - Lot 12 Pass 36 9/27 11 -10' Overexcavation/Backfill - Lot 13 C 12.9% 112.4 -1.1% C 13.5% 112.8 -0.5% 98% Pass 98% Pass Pass 99% Pass Pass 38 9/27 13 -12' Overexcavation/Backfill - Building 20 C 13.7% 113.2 -0.3% 98% Pass Pass 37 9/27 12 -9' Overexcavation/Backfill - Lot 14 C 13.1% 113.6 -0.9% 39 9/27 14 -11' Overexcavation/Backfill - Building 20 C 14.0% 112.9 0.0% 98% Pass Pass Maximum Dry Density (pcf) 119.0 118.0 115.0 Compaction Requirement Proctor ID: A B C Moisture Content Requirement ±2% ±2% ±2% Optimum Moisture Content (%) 13.0% 13.0% 14.0% Procedure D-698 D-698 D-698 Compaction Requirement 95% Min 95% Min 95% Min