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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION 11-22-19 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 37' F., Cloudy Date: 11-19-19 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 0 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 ❑x Concrete Testing Item: ® 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 Engineers, � . S .DING THE FUTURE h ClLfND AT€ON OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 t LitM THE FUTURE ONAFOUNDATION OF EXCELLENCE Compressive Strength of Concrete Cylinders Date: 10-24-19 EHM File No.: 161-17 Project Name: The Spring's at the Preserve -Twin Falls, Contractors Name: Tom's Concrete Building Permit No.: Inspectors Name: J. Cazeau Report to: Tensco Mix Data Reported to EHM Engineers, Inc. Concrete Supplier: Triple C Cement Type: I & II Mix ID: 240164734 Sacks per Cubic Yard: 6 Design Strength, (psi): 4000 Maximum Aggregate Size: 3/4 Admixtures: Flyash, NCA FESample Data Observed by EHM Engineers, Inc.7 7 - Location Sampled: Sidewalk- Cheney Way STA 11+00—South Side Date Sampled: 10-24-19 Measured Specification Truck No.: 4255166 Slump, Inches: 4.5 3-5 Ticket No.: 51216904 Air Content, % 5.1 4-6 Time Batched: 1230 Air Temperature, F° 63 - Time Sampled: 1300 Concrete Temperature, F° 65 40-80 Batch Size(cy): 10 Unit Weight, (pcf): - - Date received: 10-25-19 Water added at site, gal.: 4 _ Laboratory Test Results Sample Date Sample Dimensions Area Ultimate Load, Compressive Bonded/ ID Tested Age(days) (inches) (in)2 (Ibs.) Steps)th, Unbonded PR-A 10-31-19 7 4x8 12.56 43,880 3490 Unbonded —13 11-21-19 28 4x8 12.56 58,940 4690 Unbonded �C 11-21-19 28 4x8 12.56 60,950 4850 Unbonded 11-21-19 28 4x8 12.56 63,210 5030 Unbonded - E . _H D HOLD 4x8 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