Report (751) .. ' 6)p O .S _ —_s_
File No.
GeoEngineers Inc. FIELD REPOR h
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 1 o I •,0 l. t Ju £, - Vi 403
(503) 624 -9274 — P 1.0 rwcal' Report No.
Location: Arrival Time: Page: a �
Prepared by:
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This report presents opinions formed as a result of our observation of activities relating t0 geotechnical engineering. We rely on the contractor to comply with the plans and specifications
throughout the duration Of the project irrespective 01 the presence Of 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. Q
Attachments:
Distribution: l orr s trs Signed:
r,Fl 4S -0.7
•
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: g 0,..e \ P I.19,1,A, „.•� a FILE NO. (-,'AcO' -I cr:•- - c) i SHEET OF ,
Feet Probe Field Dry Density Percent
Test Test General Elev. to Soil Type of Depth Moisture % ± Oct) Compaction
Number Date Location (feet) Grade Type Compactor (inches) ( %) OMC Field Maximum Field Spec.
I /itpi r,e) 4. ;.‘ S .114.6.7 ea', \/ 1 1 S• I 12r,. y 1 1.1 161 `
s I., r,c) All .61 q, c., ./ 1 I s . -� Ilk . It '' 1 '
11 IS. '{ 5;,. `;) 4 2C Iq141 1 2. 1q, 7 i ) .7 `1ie .`0 V
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Percent compaction based on: SoU Type: a - Sandy Type of Compactor. Abbreviations:
Standard Proctor (AASHTO T 99-57, ASTM D698) S - Sand g - Gravelly R - rubber -tire roller OMC - Optimum moisture content
X. Modified Proctor (AASHTO T 180-57, ASTM D1557) O - Gravel al - Silty V - Vibratory compactor % - percent
SI - Silt c - Clayey S - Sheepafoot roller pcf - pounds per cubic foot
Testing conducted by: n 1-41 C - Clay GD - Odd roller FIT= Retest of an area
CR - Crushed Rock 1... Loaded scraper
Attachment to Field Report Number ')'7 `J - Jumping Jack
BV - Backhoe vibratory plate
VP - Vibratory plate
Document ID: NucDBM HT - Hand tamper
;
File No.
GeoEngineers Inc. FIELD REPORT 68o¢,20z of
7504 SW Bridgeport Road Project: Ie-E.Nl sTONE Date: —
Portland, Oregon 97224 FbC-11,6 1- {-c¢.p Z - ecrm --% it-46 Wd•
(503) 624 -9274 Owner: Report No.
Prepared by: Location: Arrival Time: Page:
of
Purpose of Visit: Weather: I Depart. Time: Permit No.
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This report presents opinions termed as a result of Our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specilicat
throughout the duration of the project irrespective of the presence Of Our representative. Our work does not include supervision Or direction Of the aCtUaI work of the contractor. his empb
agents. Our firm will not be responsible for job or site safety on this project.
Attachments:
•
Distribution:
Signed:
GEI,
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Elevation (Feet) ° 3
205 _ Geogrid Length 8'_ Geogrid Length 12' n
0
200 - az
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195 - a
0
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190 , � 11%.', / I. �tnI1 ,74WAWAWFF ��P �r „FFSWANA ilJJ 0
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185 - `�4 .� �
180 - rIIA►,c.uu..rrL.. lI 1/7 / ) . /J1L /"J��I /1 /jJT // � � 2 I y�
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175
START WALL ANGLE POINT ANGLE POINT
STA 0 +00 STA 0 +22 , STA 1+44
TW- 183.00 1W- 193.00 e TWa193.00
FG- 182.00 FG•182.00 FG =179.00
BW- 180.00 BW =180.0
H =3.00 H -13.00 • H =15.66
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K X X X Grta+� 1 ' Sa a S•g 1 600
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Geogrid Length 14' Geogrid Length 16'
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■J/.//.�/1 I Elevation , a 194.67' "
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- - ..■■.:..■ .....-.�� .. Elevation — 192.67' S
��JJ �/ � � ��� ' jJ � � Elevation 190.67 J�i���I�����'��
J Elevation 7AVAI i��J �� X16+ /Z i � irg , = 18 6.67' Q E
174 1211MI /1r ' APl t / / ��'.= ����i"�';s./ v��. CAI', Elevation 1$
, �,►��' J..ili . r�121r41 fA . Elevation = 184.67'
ids /T ✓�/.��/1 %J Elevation = 1 sz.67
o∎s ..- r�arir�+� �^IAwA'!w'�rw�� /tom ` � �� _ Elevation = 180.67'
srd. 2.too Va. 2 +50 STA 3 +00
ANGLE POINT .
STA 1+44
TW =193.00
FG =179.00
H -15.66
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Geogrid Length 16'
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Elevotion (Feet)
200 - _ - - - i - - - - ........�.....
MMMMMM
195 - VI.'I'����I� S » .»i���IT AFArila r��i/��0 I�iI���
Eg F Ate Lifir Aril Aar 127111,2773 FAF 5
190 - • r����r •r�.��TT+r- '�- rr� r +�� ��yryly = ��� — rte
rfjlreial r rea.77 j rl i,Zvi.11 l i nnS21/1rI.��Ji.W�4/Aer /�r.114'
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175 -
STA 3 +00 ANGLE POINT ANGLE POINT
STA 4 +33 STA 4 +53
TW= 201.00 TW= 203.00
FG= 181.00 FG= 186.00
•
BW= 178.66 BW= 184.00
H =22.33 H =19.00
•
Memorandum to Continental Dirt Contractors, Inc.
June 14, 2000
Page 5
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Elevation (Feet) Geogrid Length 14' Geogrid Length 12' o a.
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175 STA 6 +89
STA 6 +00 TW =202,33
FG= 186.0
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H=18.33
JOB 5r Jlc 14.aw FILE NO. G801 - OOa - UI
BYTN 1 DATE ',A SUBJECT I.CeD c teiel R tt,��,..�r ‘.1,. Ex & u;.ISHEET OF
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Geo ,,O En 'neers CHECKED BY DATE