HomeMy WebLinkAboutTHE SPRINGS AT THE PRESERVE SUBDIVISION (CONCRETE) 08-25-20 SUBDIVISION
DAILY INSPECTION REPORT
Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 88' F., Sunnv
Date: 08-11-20 Job No.: 161-17 EHM Representative: J. Cazeau
Contractors Name: Lancaster Trenching Contractors Representative: Ben
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: M Trench ❑ Subgrade ® Base ❑ Asphalt ❑ Utility Trench
® Concrete Testing Item: ® Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Driveway
Specific Location of Inspection and/or Testing from approved plans:
Subgrade inspection of sidewalk (See separate subgrade inspection report for location and results)
Review By:
William J. Nenno, C.E.T.
621 North College Road -Suite 100
"'tEl-IM E
Twin Falls, Idaho 83301 IllI1 "S, Inc.
Ph. 208-734-4888 Fax 208-734-6049
o ' '
BU(LDMG THE FUTURE ON A F"OATION OF EXCELLME
SUBGRADE SPECIAL INSPECTION REPORT
Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Sunny, 88°F.
Date: 08-11-20 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
Location of Work: NE Sidewalk off of Clear Springs Loop connecting to parking area
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: Penetration resistance with Jones probe
® Area observed was firm and unyielding
SUMMARY:
M Work was in general Compliance with the approved plans and specifications
❑ Except as follows:
❑ Re-Inspection is required.
NOTE:
Reviewed By:
illiam 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: 91° F., Sunny
Date: 08-12-20 Job No.: 161-17 EHM Representative: J. Cazeau
Contractors Name: Lancaster Trenching Contractors Representative: Ben
Area of Inspection: ❑ Water Line ❑ Sewer Line ❑ Storm Sewer ❑ Pressure Irrigation
M 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
0 Density Testing Item: ❑ Trench ❑ Subgrade 0 Base ❑ Asphalt ❑ Utility Trench
❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Driveway
Specific Location of Inspection and/or Testing from approved plans:
Density testing of sidewalk (See separate density test report for specific locations and results)
Reviewed`By:
William J. Nenno, C.E.T.
621 North College Road - Suite 100wle
Twin Falls, Idaho 83301 LAM Engineers, Inc.
SURDMTHE FUTURE ONAFOUNDATION OF EXCEUEt4aE
Ph. 208-734-4888 Fax 208-734-6049 4
EHM Engineers, Inc.
SUUMG T"E FUTURE ON A FOUNDATION OF EXCELLENCE
In Place Density of Soil - Aggregate
By Nuclear Method
Date: 08-12-20 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.: 28754
Maximum Optimum
Material Material Description Material Source IFDensity, Moisture,
# p PCF "�o Standard Used
-1 19mm Base Stutzman Pit 116.0 12.0 AASHTO T99-D
TEST RESULTS
Structure Description: Sidewalk Base
Test Probe Wet Moisture Dry Required
# Depth FElevation Location Density, Content, Density, Percent Compaction, Pass/
(in) (pcf) % (pcf) Compaction % Fail
1 4 100.0 20'W.of C&G on 115.E 3.9 111.2 96 95 P
Clear Springs Loop
2 4 100.0 30' S. of Walking Path 120.E 3.8 116.1 100 95 P
5' NE of Sidewalk on : I
3 4 100.0 Clear Springs Loop 118.6 4.6 112.0 97 95 P
4 4 100.0 L5' SW of Walking path 116.2 5.9 109.7 95 95 P
100.0=Top of Finish Base
Review by:
i liam 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: 63' F., Sunny
Date: 08-13-20 Job No.: 161-17 EHM Representative: J. Cazeau
Contractors Name: Lancaster Trenching Contractors Representative: Ben
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 ❑ Driveway
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 E -" � Engineers, Lac,
Ph. 208-734-4888 Fax 208-734-6049
SUBDIVISION
DAILY INSPECTION REPORT
Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 64' F., Sunny
Date: 08-14-20 Job No.: 161-17 EHM Representative: J. Cazeau
Contractors Name: Lancaster Trenching Contractors Representative: Ben
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
0 Concrete Testing Item: 0 Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Driveway
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: l
William J. Nenno, C.E.T.
621 North College Road - Suite 100
Twin Falls, Idaho 83301 LIIM EnIgineery, Inc.
ft"NG THa 5UIURE ON A FOUNDATION OF EXC UEWE.
Ph. 208-734-4888 Fax 208-734-6049