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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION 03-11-20 (2) SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 37' F., Sunnv Date: 03-05-20 Job No.: 161-17 EHM Representative: J. Cazeau Contractors Name: Lancaster Trenching Contractors Representative: Clint Area of Inspection: 0 Water Line 0 Sewer Line ❑ Storm Sewer Z-1 Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑ 4" ❑ 6" ❑ 8" ❑ 10" ❑ 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: (36" Minimum) ❑ Pipe Bedding Inspection: In Conformance: ❑ Yes ❑ No Bedding Type: ❑ Thrust Block Inspection: In Conformance: ❑ Yes ❑ No ❑ Pressure Test Observed: In Conformance: ❑ Yes ❑ No Deflection: ❑ Yes ❑ No © Density Testing Item: ❑x Trench ❑x Subgrade ❑x Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑x Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: Density Testing of utility line trenches (See separate density test reports for specific locations and results) Subgrade inspection of Roadways (See separate subgrade inspection report for specific locations and results) Reviewed By. William J. Nenno, C.E.T. 621 North College Road -Suite 100 Twin Falls, Idaho 83301 EHM EnTn r x Inc. BUILW4 THE FUTURE Ph. 208-734-4888 Fax 208-734-6049 EHM Engineers, 1i UILOING THE FUTURE ON A FOUNDAMN OF EXCELLENCE SUBGRADE SPECIAL INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Sunny, 66°F. Date: 03-05-20 EHM Job No.: 161-17 EHM Rep.: J. Cazeau Contractors Name: Lancaster Trenching Contractors Rep.: Clint -------------------------------------------------------------------------- -------------------------------------------------------------------------- Type of Inspection: Subgrade Evaluation Geotechnical Report Provided: Yes No X Subgrade Soil Description: Sandy Silt with Gravel Location of Work: Clear Springs Loop, Clear Springs Court, Parking Area and NW Sidewalk Specific Details Inspected: ® Soil is Native ® Soil is Free of Roots and Debris ® Visually Observed Proof Rolling of Entire Area Equipment utilized for Proof Rolling: Fully Loaded Water Truck (4000 gallons) ® Area observed was firm and unyielding SUMMARY: ® Work was in general Compliance with the approved plans and specifications ❑ Except as follows: ❑ Re-Inspection is required. NOTE: Reviewed By: — William J. Nenno, C.E.T. 621 N. College Rd., Ste. 100, Twin Falls, ID 83301 Phone: 208-734-4888 Fax: 208-734-6049 In Place Density of Soil - Aggregate By Nuclear Method Date: 03-05-20 EHM File No.: 161-17 Project Name: The Springs at the Preserve-Twin Falls, Idaho Contractors Name: Lancaster Building Permit No. : Inspectors Name: J. Cazeau Nuclear gauge No.: 19516 Maximum Optimum Material Density, Moisture, # Material Description Material Source PCF % Standard Used 1 Silty Sand with trace gravel On site Blend 120.0 11.0 AASHTO T99-A 2 _ Silty Sand with gravel _ On site Blend 128.0 10.0 AASHTO T99-C TEST RESULTS Structure Description: Sewer Line Trench Backfill Test Probe Wet Moisture Dry Required # Depth Elevation Location Density, Content, Density, Percent Compaction, Pass/ (in) (pcf) % (pcf) Compaction % Fail 12 100.0 Clear Springs Loop-West 137.9 7.4 128.5 100 (2) 95 P Sta. 19+25 12 100.0 Clear Springs Loop- North 132.5 6.5 124.4 97(2) 95 P Sta. 18+00 12 100.0 Clear Springs Loop- North 6.5 134.2 126.0 98 (2) 95 P Sta. 19+00 �� 12 100.0 Clear Springs Loop- North 129.8 8.2 120.0 100(1) 95 P Sta.20+00 12 100.0 Clear Springs Loop- East 133.0 8.8 122.3 96 (2) 95 P Sta.26+00 12 100.0 Clear Springs Loop- East 129.3 10.5 117.0 98 (1) 95 P Sta. 25+00 7 12 100.0 FClear Springs Sta 24+00 East 137.E 6.7 129.0 >100(2) 95 P �� 12 100.0 Clear Springs Loop- East 140.6 4.8 134.2 >100(2) 95 Sta.23+00 ��� FP] 9 12 100.0 Clear Springs Loop- East 137.3 9.8 E�1 198 (2) 95[ ] 1 Sta. 22+00 � Project: The Springs At The Preserve EHM Job No.: 161-17 03-05-20 Page 2 of 2 10 12 100.0 Clear Springs Loop- East 130.9 6.6 122.8 96 (2) 95 Sta. 21+00 11 12 100.0 Clear Springs Loop- East 136.7 7.2 127.5 100 (2) 95 P Sta. 20+00 12 12 100.0 Clear Springs Loop- East 134.9 7.2 125.8 98(2) 95 FJ Sta. 19+00 ��J [�Ei2 100.0 Clear Springs Loop- South 134.3 8.3 124.1 97 (2) 95 Sta. 18+12 14 12 100.0 Clear Springs Loop West 128.3 6.7 120.7 100 (1) 95 P Sta. 10+25 15 12 100.0 Clear Springs Loop-West 122.3 6.5 114.8 96 (1) 95 P Sta. 11+00 16 12 100.0 Clear Springs Loop-West 121.1 6.0 114.2 95(1) 95 P Sta. 12+00 17 12 100.0 Clear Springs Loop-West Sta. 13+00 124.4 7.4 115.8 97 (1) 95 18 Clear Springs Loop-West 127.8 7 3 1 1 t? 2 gg 95 12 100.0 Sta. 14+00 (1) 10 Clear Springs Loop West 1;3Ei.2 6.H 12.- E5 100 2 95 12 100.0 Sta. 15+00 �� ( ) 20 Clear Springs Loop-West 126.3 8.8 116.1 97 1 95 12 100.0 Sta. 16+00 ( ) 21 Clear Springs Loop-West 122.2 6.9 114.3 95 1 95 P 12 100.0 Sta. 17+00 ( ) 11 12 100.0 Clear Springs Loop-West i 28.4 3.0 1 17.8 98 (1) 95 Sta. 18+00 �� 23 Clear Springs Court 131.9 7.5 122.2 95 2IF 95 12 100.0 Sta. 21+00 ( ) 12 100.0 Clear Springs Court 125.9 12..1 1 1 7 3 98 (1) 95 St& 22+00 25 Concrete Driveway 131.0 10. 118.6 gg 1O 95 P 12 100.0 Sta. 21+00 ��JJ 100.0=Top of Existing Grade Respectfully submitted, EHM Engineers,Inc. Reviewed by: i iam J. Nenno, C.E.T. Laboratory Services Supervisor 621 North College Road-Suite 100 Twin Falls, Idaho 83301 Phone: 208-734-4888 Fax: 208-734-6049 q .a i E� I� .En ginger , Inc. B19It_is$NGTHE FUTUREONAfC'3UNDATlONOF EXCELLENCE In Place Density of Soil - Aggregate By Nuclear Method Date: 03-05-20 EHM File No.: 161-17 Project Name: The Springs at the Preserve-Twin Falls, Idaho Contractors Name: Lancaster Building Permit No. : Inspectors Name: J. Cazeau Nuclear gauge No.: 19516 Maximum Optimum Material Material Description Material Source Density, Moisture, Standard Used # _ PCF % 1 Silty Sand with trace gravel On site Blend 120.0 11.0 AASHTO T99-A 2 IF Silty Sand with gravel On site Blend 128.0 10.0 AASHTO T99-C --� TEST RESULTS Structure Description: Water Line Trench Backfill Test Probe Wet Moisture Dry Required Depth Density, Content, Density, Percent Compaction, Pass/ # (in) Elevation Location (pcf) % (pc f) Compaction % Fail 12 100.0 Clear Springs Loop-West 134.1 6.8 125.6 98 (2) 95 P Sta. 19+00 12 100.0 Clear Springs Loop- North Sta. 18+00 �130.0 9.2 119.1 99 (1) 95 P � 3 12 100.0 Clear Springs Loop- North 129.2 10.1 117.4 98 (1) 95 P Sta. 19+00 F12 100.0 Clear Springs Loop- North 135.6 7.0 126.7 99 (2) 95 P Sta. 20+00 �� 5 12 100.0 Clear Springs Loop- East 135.4 8.1 125.3 98 (2) 95 P Sta.26+00 �F I 12 100.0 Clear Springs Loop- East 137.7 9.3 126.0 98 (2) 95 P Sta. 25+00 77 12 100.0 Clear Springs Loop- East 129.0 8.8 118.6 99(1) 95 P Sta.24+00 8712 100.0 Clear Springs Loop-East 131.5 9.1 120.6 100(2) 95 P Sta. 23+00 12 100.0 Clear Springs Loop-East 139.7 9.3 127.8 100(1) 95 Sta. 22+00 �J Project: The Springs At The Preserve EHM Job No.: 161-17 03-05-20 Page 2 of 2 10 12 100.0 Clear Springs Loop- East 128.5 10.2 116.5 97 (1) 95 P Sta. 21+00 11 12 100.0 Clear Springs Loop East 129.9 9.3 118.9 97(1) 95 P Sta +00 [12 12 100.0 Clear Springs Loop- East 128.0 8.2 118.2 97 (2) 95 P Sta. 19+00 13 12 100.0 Clear Springs Loop- East Sta. 19+00 136.E 11.0 123.1 97 (1) 95 P 14 12 100.0 Clear Springs Loop- East 124.6 9.4 113.8 97(1) 95 P Sta. 17+00 15 12 100.0 Clear Springs Loop- East 132.8 11.0 119.4 97 (1) 95 P Sta. 16+00 16 12 100.0 Clear Springs Loop- East . F 8.8 118.6 97(1) 95 P Sta. 15+00 17 12 100.0 Clear Springs Loop- East 124.7 9.5 113.9 97 (1) 95 P Sta. 14+00 1r,' 12 100.0 Clear Springs Loop-West 7.9 97 (1) 95 P Sta. 11+00 19 12 100.0 Clear Springs ri gs Loop West :33,7 6 125.1 97 (2) 95 P 12 100.0 Clear Springs Loop-West 128,2 7 4 1 1 E3.4 97 (1) 95 P Sta. 13+00 12 100.0 Clear Springs Loop-West 128.f7 7.9 1 19.2 97 (1) 95 P Sta. 14+00 22 12 100.0 Clear Springs Loop-West 1 97 (2) 95 38,3 .3 131.3 �� Sta. 15+00 P 23 12 100.0 Clear Springs Loop-West 136.2 7.7 126.4 97 (2) 95 P Sta. 16+00 ��� 7P12 100.0 Clear Springs Loop-West ;26.2 8.3 1 1 Ei.5 97(1) 95 7Sta. 17+00 �� F5� 12 100.0 Clear Springs ri gs Loop West 137.2 8.9 125.0 97(2) 95 P ' 12 100.0 Clear Springs Court 7.6 127 6 1 13.5 97 0) 95 P Sta.21+00 �� _-F- EEI 710007 Clear Springs Court 3( 13.4 1 19.0 g7(1) 95P Sta. 22+00 100.0=Top of Existing Grade Respectfully submitted, EHM Engineers, Inc. Reviewed by: William J. Nenno, C.E.T. Laboratory Services Supervisor 621 North College Road-Suite 100 Twin Falls, Idaho 83301 Phone: 208-734-4888 Fax: 208-734-6049 EHM Engineers, Inc. UI LOING THE FUTURE 0*4 A FOUNDATION OF EXCELLENCE In Place Density of Soil - Aggregate By Nuclear Method Date: 03-05-20 EHM File No.: 161-17 Project Name: The Springs at the Preserve—Twin Falls, Idaho Contractors Name: Lancaster Trenching Building Permit No. : NR Inspectors Name: J. Cazeau Nuclear gauge No.: 19516 Maximum Optimum Material Material Description Material Source Density, Moisture, Standard Used # PCF 1 Silty Sand with Gravel On site Blend 128.0 12.0 AASHTO T99-D TEST RESULTS Structure Description:Trench Backfill—Pressure Irrigation Test Probe Wet Moisture Dry Required # Depth Elevation Location Density, Content, Density, Percent Compaction, Pass/ (in) (pcf) % (pcf) Compaction % Fail EEI: Clear Springs Loop—South 132.6 9.5 121.3 95 95 P Sta. 17+27 100.0=Top of Existing Grade Reviewed by: W' ' J. Nenno, C.E.T. Laboratory Services Supervisor 621 North College Road—Suite 100 Twin Falls, Idaho 83301 Phone:208-734-4888 Fax: 208-734-6049