HomeMy WebLinkAboutSpecial Inspection Field Test & Inspection Report 1992-3-6
MORTIER
ENGINEERING, P.C.
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
P,Q. BOX 139 . 474 WILLAMETTE STREET
EUGENE, OREGON 97440
PHONE (503) 484-9080 . FAX (503) 484.6859
Clifford Esler
1495 Barber Dr.
Eugene, OR 97405
March 6, 1992
-( C) SO
RE: ..e..9-1;~&=Bluebell - Sorinafield. OR -
Excavation & Fill
Insoection - w.O. #5526-RDR
As you requested, an inspection has been made during the
performance of the excavation and placement of gravel fill on
this site in preparation for the construction of foundations.
The excavation involved removal of surface organic soil and other
unsuitable material and the placement of 12" minimum of 1 1/2"
minus crushed rock ,.in accordance with our standard procedures.
The compacted surface of the crushed rock is adequate for a
foundation bearing capacity of 1500 psf which is adequate to
support the proposed conventional wood frame residence.
The surface of the gravel fill is considered stable soil and
therefore, Oregon One and Two Family Dwelling Specialty Code
Table No. R-304. 3a would apply in accordance with Section R-
304.3#1.
I hope you find this report adequate for your purposes at this
time. Please contact me if you have further questions. Thank
you for this opportunity to be of service.
Very truly yours,
,,/
Emile Mortier, F.E.
ECM/rc