HomeMy WebLinkAboutBLD2009-00706 Soils reports 6-18-09.tif
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TM ECS Carolinas, LLP
4811 Koger Boulevard
Greensboro, NC 27407
LLP (336) 856-7150
LETTER OF TRANSMITTAL
(336) 856-7160
CAROU
June 18, 2009 RE: Biscuitville, Hickory CMT
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Biscuitville Restaurants ECS Job # 09:17412
1414 Yanceyville Street, Suite 300 permits:
Greensboro, NC 27405
Location: 1110 Lenoir-Rhyne Blvd
ATTN: Mr. David Shotwell Hickory, NC
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We are enclosing:
X Materials Engineering Division Reports
X For your use
X As requested
CC: Richardson Turner Construction - Bob Griffen
ENCL:
Field Report # 3 06/16/2009 Footings
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Jay C bus, P1 - lUN 2 US Cumbis, P;E IUN 1
Senio Engineef Inior Engan *
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ECS Carolinas, LLP
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4811 Koger Boulevard
Greensboro, NC 27407
belt `LP ;;8_~;~ FIELD REPORT
CSR®u 6 Project No. 09:17412
Report No. 3
Project Biscuitville, Hickory CMT Day & Date Tuesday 06/16/2009
Location Hickory, NC Weather 800/ Cloudy
Client Biscuitville Restaurants - David Shotwell On-Site Time 2.00
Lab Time 0.00
Contractor Richardson Turner Construction - Bob Griffen
Travel Time* 0.25
Total 2.25
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Remarks Footings Re Obs.Time 0.00
Trip Charges* Tolls/Parking* Mileage* 10 Time of Arrival Departure
Chargeable Items 03:OOP 05:OOP
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) S Individuals Contacted.
The undersigned arrived on site, as requested, to observe the excavation of footings for the
dumpster pad. When I arrived the contractor had already excavated and undercut two areas of
the footing. The areas measured 29'x2.5'x4'=10.7 and 15'x2.5'x5'=6.9. A total of 17.6 cubic
yards. These areas were already excavated and the undersigned was informed of the
measurements.
Please see the attached sketch. The areas were backfilled with #57 washed stone. Concrete was
not placed today.
Utilizing a Dynamic Cone Penetrometer (ASTM STP-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. The contractor was informed if the footings were not protected from the weather
these results could change.
By Lynn G. McNeese 1700
202586
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06/16/2009 16:39 8286954491 ECS CON PAGE 01
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