Report (731) ` f3t iCS 5 acj
FIELD REPORT File No.
GeoEngineers Inc. 6€3
2 �;
7504 SW Bridgeport Road Project: ~ Date:
Portland, Oregon 97224 1 ( I S /
(503) 624 -9274 azwier ys er Tom. �,, �,�, u- ' Report No.
31
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This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with me plans and specifications
throughout the duration of the project irrespective of the presence 01 our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees or
agents. Our firm will not be responsible for job or site safety on This project.
Attachments: f T �F -N StTy M5 -ES p„ ( �
F. s l Signed :: /i 3f r
Distribution: 5c
G E 145 -87
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
FILE NO 6 ` 0 4 ' D - SHEET 2 OF
PROJECT: f= .�t,1� -
Feet Probe Field Dry Density Percent
Test Test General Elev. to Soil Type of Depth Moisture % ± (pcf) Compaction _
Number Date Location (feet) Grade Type Compactor (inches) ( %) OMC Field Maximum Field Spec.
I —7/1T, s-fl. `I +7 zoo.c7 S,6 Y ( L I P, O 11 1.'8 t2.4.9 , a").S 93
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to ' - r €4 -l 196, It. I8. 04
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Percent compaction based on: Soil Type: a = Sandy Type of Compactor. Abbrevtatlons:
Standard Proctor (AASHTOT 99-57, ASTM D698) S = Sand g in Gravelly R = rubber -tire roller OMC = Optimum moisture content
V Modified Proctor (AASHTOT 180-57, ASTM D1557) G = Gravel al = Silty V = Vibratory compactor % = percent
SI = Silt c = Clayey S = Sheepsfoot roller pct = pounds per cubic foot
Testing conducted by: S (M C = Clay GD = Grid roller RT = Retest of an area
CR = Crushed Rock L =Loaded scraper
_
Attachment to Field Report Number ` 1 JJ = Jumping Jack
BV = Backhoe vibratory plate
VP = Vibratory plate
Document ID: NucD&M HT = Hand tamper
/ ..., , ...
/ ' GeoEngineers Inc. FIELD REPORT File No.
7504 SW Bridgeport Road Project: 68 °�'-�z °/
Portland, Oregon 97224 �Ineo 1 �I s�f Date:
(503) 624 -9274 Own e r: '�'`''"'�i Report No.
•
Prepared by: 3 1
Location: Arrival Time: Page:
Purpose of Visit: W 3 of C.
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This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications
MIghotrt the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees or
Our firm will not be responsible for job or site safety on this project.
IentS:
• . Rion: Signed: t
.. P- 4
44 3t
Memorandum to Continental Dirt Contractors, Inc. 8
June 14, 2000
Page 5
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Geogrid Length 12' t,, 0
Elevation (Feet) Geogrid Length 14' 0 c
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