HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-4-10
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104h - A Shelley Street
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Sprfng~cld, Oregon 97477
(541)746'964~. (541)746-7163 fax
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FIELD DENSITY REPORT
SOIL AND SOIL-AGG~EGATE
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Project No.: ,722-80098-1
Project: ~ Swanston Residence
Project 539 South 5th Streei
Location: Springfield, Oregon
. EquIpment: Troxler: 3430 SN: 26693
~aboi'atory Soil / Aggregate Data: ./
r-Aoisture Density Relationship of 137.5Ibs.lcu.ft., at 10.1% moisture, was fumished by supplier for 1 1/2"-0 (T-180) from Springfield Quarry.
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Client:
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Dave Swanston
1890 Hayes Street
Eugene, OR 97405
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Date Performed:
P.O, No.:
B,P. No,:
Technician:
Ffield Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 671 DS 2697)
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Test No.
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Approximate Test Location
Approximate Test
Elsv.
7' south 10' west from edges
6' north. 6' west from edges
8,G,
8.G.
8.G.
8.G,
8.G.
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11' south 20' west from edges
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I 4 5' south 5' east from edges
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I 5 7' north 6' east from edges
i;ests performed at finished 'grade of base rock at listed locations above.
No-one on-site to report Test Resulls to,
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Dave Swanston - d_c_swan@yahoo.com
Jeff Hendrickson - digH204U@msn.com
Adair Homes - kboggan@adairhomes,com
City of Springfield
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Probe Wet Density Dry Density Percent
Depth LBS/CU.FT. ~ ~ LBS/CU.FT. Molsturo
8" 149.4 142.0 5,2
8" 142.8 134.3 6.3
6" 152.0 143,6 5.9
8" 146.8 139.5 5.3
8" 148.8 135.8 9.6
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April 10, 2008
COM2008-00462
Devon Hovis
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Required:
CompactiJn
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95% I' NE Comer
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95% I' SE Corner
95% l: Center
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101.S 95% I NW Comer
98.8 95% I' 8W Comer
Respectfully Submitted
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Professionar Service Industries, Inc,
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Percent
Compaction
Comments,
103.3
97.7
104,4
Joseph Vardner, EIT
Branch Manager
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~JS REPORT IS PROViDED FOR THE INFORMATION OF T~E CLIENT ONL Y_ THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAl. TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT )HE WRI~EN PERMISSION
, OF PROFESSIONAL SERvtCE INDUSTRIES. :
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