HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-1-31
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FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
Client:
Address:
Chambers Development
Ms. Silva Sullivan
2295 Coburg Rd. Ste. 200
Eugene, OR 97401
Project No.~722-70018:1O ~
Project: Spor:ts.Way;Business,parkJ~hase.1I
PLrojet~t Springfield,Oregon
oca Ion:
Equipment: Troxler: 3430 SN: 31527
/
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Date Performed:
P.O. No.:
B.P. No.:
Technician:
January 31, 2007
#, --
02-00818-01
Anthony Deluca
Laboratory Soil / Aggregate Data:
Moisture'Density'Relationship of 134IbsJcu.ft., al10% moisture, was furnished by'supplierEgge'Sand'and'GraveH3/4:'-.0).(ASTM.D.1557).
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 664 DS 2341)
.
Test No.
Approximate Test Location
Footings
Approximate Test Probe Wet Density Dry Density Percent Percent Required
Elev. Depth LBS/CU.FT. lBS/CU.FT. Moisture Compactlc?" Compaction
Comments
1 02-foo'ting l' FRG
2 o I-footing l' FRG
3 03-footing l' FRG
4 04-footing l' FRG
5 05-footing l' FRG
6 06-footing l' FRG
7 07-footing l' FRG
8 08-footing l' FRG
T esls performed at below finished grade of base rock at listed locations above.
Additional Remarks: equipment used Mikasa wacker plate and John Deere 310 SE backhoe with vibratory plate.
c: City of Springfield
Eric Hall Architects - Eric Hall
Endex Engineering -Dave Morris
Chambers Construction - Brian Erickson
8"
8"
8"
8"
8"
8"
8"
8"
147.1
145.2
139.2
140.0
139.3
141.2
139.8
141.2
137.1 7.3 100+ 95%
136.5 6,4 100+ 95%
128.7 8.2 96.0 95%
132.3 5.8 98.8 95%
129.9 7.2 96.9 95%
129.5 9.1 96.6 95%
130.0 7.5 97.0 95%
129.5 9.1 96.6 95%
Respectfully Submitted,' . .
Professional Service ''1ndustries,
~/
ufi~ -
Jennifer Tran
Department Manager
THIS REPORT IS PROWDED FOR THE INFORMA noN OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMfTTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED W11HOUT THE WRIITEN PEFWISSION OF
PROFESSIONAL SERVICE WDUSTRJES. -
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