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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION 10-28-19 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 57' F., Cloudy Date: 10-17-19 Job No.: 161-17 EHM Representative: J. Cazeau Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line ❑ Sewer Line ❑ Storm Sewer ❑ Pressure Irrigation ® Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑ 4" ❑ 6" ❑ 8" ❑ 10" ❑ 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 481, 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: ❑ Trench ❑ Subgrade ® Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: Density Testing of Roadway (See separate density test report for specific locations and results) Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 i..,,M Engineers, Inc. - EUIL MNG THE FUTURE ON A FOUNDATION OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 1444 EHM Eiigin ers, Inc. 6t�taaDING T+4E FUTURE ON A N ATI OF EXCELLEWe In Place Density of Soil - Aggregate By Nuclear Method Date: 10-17-19 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 =ateria.1 Material Description Material Source Density, Moisture, PC "fie Standard Used 1 3/4 � - Gale Lim 117.0 12.5 AASHTO T99-D TEST RESULTS Structure Description: Roadway-Cheney Drive Test Probe Wet Moisture Dry Required # Depth Elevation Location Density, Content, Density, Percent Compaction, Pass/ (�n) (pcf) % (pcf) Compaction % Fail 66 100.0 Sta. 20+50-South Lane 119.6 5.8 113.1 97 95 IP 7_ 2 66 100.0 Sta. 19+50-North Lane 120.3 6.3 113.2 97 95 P 3 6 100.0 Sta. 18+00-South Lane 122.8 5.9 115.9 99 95 p [__4_JL E6 ] 100.0 Sta. 16+50-North Lane 126.8 6.8 118.7 >100 95 P ::5 6 100.0 Sta. 15+00-South Lane 122.4 5.7 115.8 99 95 p 6 66 100.0 Sta. 13+50-North Lane 122.1 6.1 115.1 98 95 p 7 66 100.0 Sta. 12+00-South Lane 122.5 5.9 115.7 99 95 P E8 100.0 Sta. 10+50-North Lane 123.8 6.8 115.9 99 95 P 100.0=Top of Finish Base Reviewed by: illiam 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 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 46' F., Cloudy Date: 10-18-19 Job No.: 161-17 EHM Representative: J. Cazeau Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line ❑ Sewer Line ❑ Storm Sewer ❑ 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: ❑ Trench ❑ Subgrade ® Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: Density Testing of Roadway (See separate density test report for specific locations and results) Subgrade Special Inspection (See separate subgrade inspection report for specific locations and results) Reviewed y: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. UILDING THE FUTURE A V{`UNDATION car EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 1M EtInc. BUILDING THE FUTURE ON A OUN DAT't D Or EXCELI t In Place Density of Soil - Aggregate By Nuclear Method Date: 10-18-19 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 =st Material =Materialription Material Source Density, # PCFStandard Used 1 3/4 Gale Lim 117.0 12.5 AASHTO T99-D TEST RESULTS Structure Description: Roadway (RW) Sidewalk (SW)—Clear Springs Loop Test Probe Wet Moisture Dry Required # :Depth Elevation Location Density, Content, Density, Percent Compaction, Pass/ (in) (pcf) % (pcf) Compaction % Fail �� 100.0 Sta. 10+50—East Lane RW 122.8 6.8 115.0 98 95 P �� 100.0 Sta. 12+00—West Lane RW 123.2 7.1 115.1 98 95 P 3 � 100.0 Sta. 13+50—East Lane RW 128.9 9.2 118.1 >100 95 P 4 66 100.0 Sta. 10+50—West SW 123.7 6.9 115.7 99 95 P � 6 100.0 Sta. 12+00—East SW [ ]­_122.7 6.9 114.8 ::7 �:]L�98 95 P �� 100.0 Sta. 13+50—West SW 126.7 8.7 116.6 100 95 P 100.0=Top of Finish Base Review y: lam 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 IEHM Engineers, nc. 04NG THE FUTURE ONAFOUNDATION. FEXCECtw �£ SUBGRADE SPECIAL INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Cloudy, 46°F. Date: 10-18-19 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 Location of Work: Cheney Drive — Sta.10+20 to 19+50 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 ® 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 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 46' F., Sunny Date: 10-22-19 Job No.: 161-17 EHM Representative: J. Cazeau Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ® Water Line ❑ Sewer Line ❑ Storm Sewer ❑ Pressure Irrigation X 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: ❑ Trench ❑ Subgrade Z Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: Density Testing of Roadway (See separate density test report for specific locations and results) Water line pressure test (See separate pressure test report for specific locations and results) Reviewed-By: I iam J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. Ph. 208-734-4888 Fax 208-734-6049 tBUILONG TW�rUTURE ONAFOUNDATION OF EXCELLENCE NZ -igineers, Inc. tUH-DiNGTHE FUTURE O8 AFOUNDATION OF EXCELLENCE In Place Density of Soil - Aggregate By Nuclear Method Date: 10-22-19 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 =Moisture, Material Density,# Material Description Material Source Standard Used PCF 1 _ 3/4 �r— Gale Lim 117.0 12.5 AASHTO T99-DF 11 � 1 - J -- TEST RESULTS Structure Description: Sidewalk —Cheney Drive—South Side Test Probe Wet Moisture Dry Required # Depth Elevation Location Density, Content, Density, Percent Compaction, Pass/ (in) (pcf) % (pcf) Compaction % Fail 1 4 100.0 Sta. 10+50 118.5 7.1 110.6 95 95 P E 4 100.0 Sta. 13+50 120.5 8.0 111.6 95 95 P 3 4 100.0 Sta. 16+50 121.8 8.4 112.4 96 95 P 4 4 100.0 Sta. 19+50 119.5 7.7 111.0 95 95 P 119 S 100.0=Top of Finish Base 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 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 45' F., Sunny Date: 10-25-19 Job No.: 161-17 EHM Representative: B. Kruger Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line ❑ Sewer Line ❑ Storm Sewer ❑ 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: ❑ Trench ❑ Subgrade x❑ Base ❑ Asphalt ❑ Utility Trench ® Concrete Testing Item: M Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: Concrete Testing of Sidewalk (See separate concrete test 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 Engineers, Inc. Ph. 208-734-4888 Fax 208-734-6049