HomeMy WebLinkAboutSPECIAL INSPECTION - NUKE TESTING - 16-00521 - 30 N 2nd E - Freddy'sProject: Date:Contractor:Job/Permit#:Inspector:Weather:Chad Bare Partly Cloudy
1612209/01/16Freddy's RexburgDepatco
1331 Fremont Avenue Idaho Falls, Idaho 83402 1083 Railroad Drive Rexburg, Idaho 83440
DAILY REPORT 1300 – Inspector on site to perform density testing of basement backfill material used in backfilling basment of previous building demolition site. Inspector prepared equipment and began testing material using proctor from test hole #2. Inspector tested material at four places in the previous basement area roughly 8 inches below the ground surface. All tests were within the range of 1400 – Inspector loaded equipment and left job site.
Project: Date:Contractor:Job/Permit#:Inspector:Weather:Chad Bare Partly Cloudy
1612209/01/16Freddy's RexburgDepatco
1331 Fremont Avenue Idaho Falls, Idaho 83402 1083 Railroad Drive Rexburg, Idaho 83440
Material Description: Pit Run fill material Source: Proctor:Gauge#/SN: DS: MS:
Max. Dry Density
Test Number Probe Depth
1 10"
2 10"
3 10"
4 10"2.7
2.8
121.92.2
122.3 93.4
Percent Moisture
2.8
93.1
2.3 122.4
93.4
93.4
Report of In-Place Soil Density Tests by Nuclear Gauge Method
Native 16122-317625 541
Location Wet Density
All test were at basement end of previous building pad. Approximately 30 ft East and South of East 2nd North and Ricks Avenue Respectively 125.2 2.3
All test were at basement end of previous building pad. Approximately 30 ft East and South of East 2nd North and Ricks Avenue Respectively 125.4 2.53.1
Dry Density Percent Compaction
122.4
Pounds Moisture
All test were at basement end of previous building pad. Approximately 30 ft East and South of East 2nd North and 40 ft Ricks Avenue Respectively 125.2
All test were at basement end of previous building pad. Approximately 30 ft East and South of East 2nd North and 40 ft Ricks Avenue Respectively 124.6
7.2131.0