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signW;it)Purpose. Build With co�f,dww'. FIELD INSPECTION REPORT
Project: Jim Sandvold Building Soil Sampling
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Job No: 07314.001
Location: 451 S. 3rd Avenue, Blair NE
Date: 4/27/2018
Inspector: Rob McClenahan, Jon Goldie, P.E. Inspector Certification No, 8719994
Weather: Clear, 65OF Time Arrived: 13:00 Report No. 1
Inspection Frequency
Periodic Continuous Time Leaving: 14:00 Lab No.
Inspection Type
Structural Steel, Bolts Concrete Reinforcement Prestressed Concrete
Structural Steel, Welds Structural Masonry Fireproofing, Spray -Applied
..........
Other: Soil Sampling
Inspections and Observations:
On site soils review (Rob McClenahan):
I arrived on site around 1:00 pm and met with Jim, who showed me where the building will be located. Jim had already drilled
approximately 48" deep in two locations near to the where the footings will be placed. I used a hammer and jack to take one
Shelby tube sample from each location, and used a hand penetrometer to measure the bearing capacity of the soil. The soil
appeared to be native soil. The sample taken from the center of the north footing line had a penetrometer reading in excess
of 4.5 tsf, while the sample taken from the center of the south footing line had a reading of 2,75 tsf. These numbers indicate
that the required bearing capacity of 2000 psf has been met.
Review of soils in lab (Jon Goldie):
I reviewed the soil samples that Rob took from the project site. The soils consist of native colluvial soil and the pocket
penetrometer readings of 2.75 to 4.5+ tsf indicate that the soil support is consistent with the design bearing capacity of 2000
psf.
Clearance of Outstanding Discrepancies:
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Inspector's Signature / Date: 04/27/18
The opinions and recommendations expressed here were arrived at in accordance with currently acceptable procedures at this time and location. This
report is not an acceptance of the work or a warranty that no defects are present. Neither the presence of our observer nor this report shall be construed
as relieving the contractor of his responsibility to perform the work in accordance with the plans, specifications, and/or applicable codes. Should defects
be found at a later time, this report does not relieve the contractor of his contractual responsibilities.
The Schemmer Associates, Inc. 928 Valley View Drive, Suite 12, Council Bluffs, Iowa 51503-5288 712-329-0300 (1-aX /12-329-99/U)
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