HomeMy WebLinkAboutBLD2009-00706 Soils reports 6-12-09.tif
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ECS Carolinas. LLP
4811 Koger Boulevard
Greensboro, NC 27407
(3 7150 LETTER OF TRANSMITTAL
a (336) 856-7160
CAJ%CLJNAS
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June 12, 2009 RE: BisenitviUe, Hickory CMT
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Biscuitville Restaurants ECS Job # 09:17412
1414 Yanceyville Street, Suite 300
k Greensboro, NC 27405 Permits'
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Location: 1110 Lenoir-Rhyne Blvd
ATTN: Mr. David Shotwell Hickory, NC
We are enclosing:
X Materials Engineering Division Reports
X For your use
X As requested
ENCL:
Field Report # 1 06/10/2009 Footings
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David M. Cuter, f.E. SEAt Alan L. Rdu-ls-M
Princi 22088
Pal ! ft CMT Project Manager
41 . GV
KCS Carolinas. LLP
4811 Koger Boulevard
Gmensboro,
US-71 "C 27407 FIELD REPORT
(336) MG-7160
t2dkLft0 N" Project No. 09:17412
s Report No. 1
Project Biscnitville, Hickory CMT Day & Date Wednesday 06110/2009
Location Hickory, NC Weather 900/Sunny
Client Biscuitville Restaurants - David Shotwell On-Site Time 3.50
Lab Time 0.00
Travel Time* 0.50
Total 4.00
Remarks Footings Re Obs.Time 0.00
Trip Charges- ToWPartdng* Mileage* 20 Time of Arrival Departure
Chargeable Items 01:30P 05:OOP
• Travel time and mileage will be billed in accordance with the contract.
Summery of Servfoes Paiormed (Reid test date, Wcsdom. elevatlorta a depths as estimates) a IndIviduats Contacted.
The undersigned arrived on site, as requested, to observe the excavation of footings: Perimeter
wall footings for the building pad. See the attached sketch for test locations.
Utilizing a Dynamic Cone Penetrometer (ASTM ST?-399) to check the bearing capacity of soil
at the aforementioned locations, test results indicated that soils, at the areas and elevations
tested, were capable of supporting a foundation designed for a net allowable bearing capacity of
3000 psf after two areas were undercut 36 inches to remove soft soils not suitable for the
required bearing. The areas undercut totaled measured 45'x2'x3'=10 cubic yards replaced with
washed stone back to planned subgrade.
See the attached sketch for undercut locations.
The undersigned also obtained a sample of soil material for testing in our laboratory for a
standard Proctor for compaction testing. Sample was obtained from site.
By Lynn G. McNeese 1700
202048
06/12/2009 13:14 8286954491 ECS CON PAGE 01
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