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File No.
GeoEngineers Inc. FIELD REPOR
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 1= l f . 141' 7/L1/op
(503) 624 -9274 - Report No.
Prepared by: Location: Arrival Time: Page:
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This report presents opinions loaned as a result of our observation of activities relating to geotechnical enginePfing. We rely on the contractor to comply with the plans and specifications
throughout 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
agents. Our firm will not be responsible for job Or site safety on this project.
Attachments:
Signed:
Distribution: CV1 of-r Scr5
,FI 4R. -147
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: 1=.,.. c 1 L..d..A,►, e : FILE NO. (,RO►-1 - d0 a - O I SHEET OF
• 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.
1 7lrs frn_ 4 -9 0 0 s. (-, 1 a . 11.9 119.3 Ia,4 c) IS . c-, 9 S
s4-,, 9 4- ,c) O s; r, ts/ i a. t1.9 t \ 9 a. 1 ci s el
RI" 1 (tri-bil S k, 9 d- D5 , 1 \/ 12. 13.1 1) 4 1 .9_ .
t u ` '74 (1e)
1 .11
4% d► Ni 1A H.q 111, .-1 133 95.E
sk i Sfi t.� 195.1,' s. c, V l 11, lal.3 l't.1 9 n
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Percent compaction based on: Soil Type: s IS 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
Modified Proctor (AASHTO T 180-57, ASTM D1557) G = Gravel al - Silty V = Vibratory compactor % is percent
SI = Silt c = Clayey S = Sheepafoot roller pcf = pounds per cubic foot
Testing conducted by: 11\ -\ C = Clay GO - Grid roller RT = Retest of an area
CR = Crushed Rock L = Loaded scraper
Attachment to Field Report Number `.Z- '1.1- `lumping Jack
BV = Backhoe vibratory plate
VP = Vibratory plate
Document ID: NucD&M HT - Hand tamper
FIELD REPORT File No.
GeoEngineers Inc. 6504 --T2,2. o,
7504 SW Bridgeport Road Project: Ic�.NiSTOt -►E Date:
Portland, Oregon 97224 - 1=.61t i-1'DePvww(? - Q,E:tv1 ii-4 w -t
(503) 624 -9274 Owner: Report No.
Prepared by: Location: Arrival Time: Page:
of
Purpose of Visit: Weather: Depart. Time: Permit No.
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This report presents opinions formed as a result of our obaervation Of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and apeeilicat'.
throughout the duration 01 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 erne •
agents. Our firm will not be responsible for job or site safety On this project.
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Attachments:
Distribution: Signed: ( r •
GEI -,.
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Elevation (Feet) c
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205 _ Geogrid Length 8' Geogrid Length 12' c
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200: a
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195 - n
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190 _ III .`, YIVWMAWAffAIZ1A/,��lMirAf %�Ri„WZ��AN2W' 1A o
n 7022/AINIAWAv�l ,nfr��fFWr71712M 6
185 : ,n _:: � la AWIMea.1rigrArrOi ��..rt.J� 1rl 5
180 - ..ar, 1.I 1n /l f /! /IX 5J
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175 - E POINT
START WALL ANGLE POINT ANGSGL 1
STA 0 +00 STA 0 +22 =193 00
1W =183.00 111 TW
=193.00 TW =199.00
FG =182.00 FG =182.00
BWa 180.00 BW=180.0 H =15.66
H =3.00 H =13.00 •
Ex A-- 414-+00r'v'4 ..
4 •. 7M�SAW- Se 15c:30
X Y. K )( x ut°^' TD - rer.3Sat s ► 4000
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Geogrid Lengt 14' Geogrid Length 16' a
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- ■_ •J�,//.I/j I Elevation = 194.67'
- .rA ■aa ■ ■r�s�.ra►w�
- i.rr /AVIV /Ai ri�rieWr :::: _ i Elevation 190.67' S
��7A7:11 %r7� 1!��W:OrI� �.✓A i i�' = 188.67' GE •
PROW El�,/l��j A re "' �' A //�� i ; -' ?f� ; Elvion i 186.67 Eli ,r�,1 IZ7 _ 770:117 i e at Elevation = 184.67
•-• _iii , "�� "' to A iiiiri Elevation 182.67
!" �"' �itsl��i��i��i�i
ir ei �,•.,!` `..�` yeArrlrwvionu ew ' , .eor fik k7. ..,-. Elevation = 180.67'
s ` aNINV /NNW w
ST 2.4-oo ST 2 +5o STA 3 +00
ANGLE
STA 1+44 +44
TW =193.00
FG =179.00
-8 7
H =15.66
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Geogrid Length 16'
Elevation (Feet)
a
200 -
AFAIWOINIMAKMEWFM1 0
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195 _ l/r1,/I /1/rWAI�����rV 7FFFVAPAII �1 122292#/20%.%
%1/ erir AM/7/// / A/ I /V/.VI�/Si/ /f1/2/./I
Pr Aar .0026/1107 Mir ..w7��`rr� 14177. A 5
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rarilriffir �W.S7 l%i✓.vi ll"f " r
s4 f/- lsi�/frl#li�2iv.�a�r./�r rr-- fy.71a
I / ��' 4wrr//+!lbr"Wi�,e0!/Ary/ I7∎∎ 4.a.- rtir�►.9�f �/'� x,11, •77, ,..7 .i -QA•
1 85 - Pzsr�a fer. f � _ 43 Ar.
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180 - lei!!- ��c��.d�. .�vr-• _ _ ._ . _,I I!# 4 :. •
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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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,/i5Kii/i/f ri r4 I FfigaM i� / ✓1 �iI1a1`' /•S _�—,� �• / (--
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STA 6 +00
?W =202.33
FG 186.00
BW =184.00
Hs18.33
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