Report APR-09-2002 14: 22 ST ANTHONYS 503 624 2364 P. 02/06
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7312.8tle Denote Road
• Portland, Oreson117224
Tel ($03) $984448 • Pex mosysesmes
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• April 8, 2002
• GeoPacificJobNo.. 01 OR 7505 •
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Ceccacci Associates
0215 SW' Gibbs Street
Portland, OR 972011
• SOIL.ENGINEER'S SUMMARY
• ST. ANTHONY !s estieNG LO •
CITY 00 OREGON
GeoPacifie 'Engineering. inc. . nciucted on-calLtestinG services for the above-refeTented parking lot and
associated Street irrmrovoments. The tests are•startrnarized in The attached. Based art our tests, the Parking lot
fill and base course met pro j= specIficationi and our reCOMMeheatlOns The trench tiackfill :testing, 'base
course, and asphaltic concrete g erally met Citiof Tigard requirements for public improvements. The base lift of
asphaltic concrete on Grant Sire= was slightly lowlier than the typical 91 percent of Rice density that is achievable
for a base lift however, we do no believe that this will significantly affect the future pavement life.
We trust this information meets y• ur needs. If rile have any questions, please call.
Sincerely,
GeoPecific Engineering o c.
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SOINEr," / Q.
‘' 14743 •
OREGON
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James D. Imb =, E.. C.E.G. •
Geotechnical Engineer
Attachments: Test Perfixes •
Summary of Fie • Asphatic Concrete Density Tests
Suriirrtent of Fi - • Soil Field Density Tests
• Site Plan with L. Numbers .
CC: St. Anthony:Church - F n - Fax No, 503-824-7364
City of Tigard
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