HomeMy WebLinkAboutPermit Field Test & Inspection Report 2000-12-13
, .
STRUCTURAL
BUILDING DESIGN . FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
I
MORTIER
ENGINEERING, EC.
( ~~5 PEARL STREET .
~'0GENE, OREGON 97401
PHONE (541) 484-9080. FAX (541) 484-6859
TOLL FREE IN OREGON 1-877-661-9959
December 13,2000
Blacksheep
1010 Dondea Court
Spnngfield, OR 97478
RE' 428 S. 72nd - SIte InspectIOn - W,O. # 13382-RDR
As you requested, an mspectIOn was performed on December 13, 2000 at the above-named site.
The excavated sIte consIsts of 12" of saturated top SOlI over an expanSIve clay, The design for
the site IS as follows,
Excavate to firm top SOlI or the undIsturbed clay.
Install a 6" to 8" layer of 5" minus crushed rock. Install this rock m one lift usmg tracked
excavation equipment
Install 4" to 6" of 1 1'2" crushed rock with tracked excavatIOn eqUIpment for a combined
total of 12" minimum.
A final compaction WIth eIther a vibratory plate compactor or a VIbratory roller to
compact the surface of the crushed rock to 95% of a standard proctor.
I hope you find thIS report adequate for your purposes at this time. Thank you for thIS
opportumty to be of service. If you have further questIOns, please do not hesitate to contact me at
484-9080,
Very truly yours,
expires:
Bradley R Myers, P.E.
RDRlmm
Ja n - 08 - 0 1 01::5: i ':IA 1'1U r i.- I Od r .- I '\:l <u- ~~. . - ......
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MORTIER
ENGINEERING, Re.,
1245 PEARL s-fREET'
E.UC,E.NE.. OflEGON 97401
PHONE (541) 484.9080. FAX (541) 484.6859
TOL.L. FREE IN CREGON 1 077.681.9959
STRUCTURAL
B'J\LDING DESIGN · FIRE PROTECTION
cooe CONSL.:LTA'\JT · PLAN CHECI<ING
CONSIRLJCTION INSPECTION
January 5, 2001
B i scksheep Con slru ctio"
1010 Dondea Court
Springfield, OR 97478
RE' 428 s, 72::. Site Reinspect & Compaction Report - W.O #13382-RDR
A reinspection was performed at the above noted site on January 4, 2001. The
recommendations outlined in the site report dats_d December 13. 2000 were satissctonly
completed.
The compacted surface of the 1 1/2" minus crushed rOCK is adequate for a foundation
bearing capacity of 1500 psf, which is adequate to support the proposed conventional
Nood frame residence. The compaction of the gravel surface is greater than'95% of a
standard proctor per ASTM 0698-91, See attached data sheet.
1 hope you find this report adequate for your purposes at this time-. ~ Thank you for this
opportunity to be of service If you have further questions. please do not hesitate tei
contact me at 484.9080
Very truly yours.
Bradley R. Myers. P.E.
RDRJmm
8lpIral4 '1 ( tll...
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