Report (744) Geo Engineers Inc. FIELD REPORT File No.
9 , :r o1
7504 SW Bridgeport Road Project: � I e:
Portland, Oregon 97224 �,,,�1�rAaJar �7D/o0
(503) 624 - 9274 - Ke4j4 II Repo 2 5
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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
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 01 the contractor. his employees or
agents. Our firm will not be responsible for job or site safety on this project.
Attachments: ..
Signed
Distribution: God o,,, S - A_-_ ;, 4
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: FILE NO. 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.
7 Ci/ax SA 1,20 /96,67 5/6 N./ lZ 11,6 /2i - /2 %,1 9 5
2 5 r4 0 9 I/ '. 7 95
3 Sr- .5,o '0.'1 12�, 7 q9•
5 &-� /90 /6, i/47, 93, y L �
5 5 7A 6f /Q b /3,7 1113 9 7 o f
c4, 5TA- (o1 /L.3 12.11,0 y9, 3
7 STA 7i 1 2,1 /22, Z IT e
06Wr nP No.'/ 7/ loo l
A- Pi S MGM pa 33e5 tt)/t o1 &0
Percent compaction based on: Soil Type: s = Sandy Type of Compactor: Abbreviations:
Standard Proctor (AASHTO T 9957, ASTM D698) S = Sand g = Gravelly R = rubber-tire roller OMC = Optimum moisture content
V Modified Proctor (AASHTOT 180-57, ASTM 01557) 0 = Gravel sl = Silty V = Vibratory compactor % = percent
Si = Silt c = Clayey S = Sheepsfoot roller pcf = pounds per cubic foot
Testing conducted by: Z14 C = Clay
OD =Grid roller RT =Retest of an area
L 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
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FIELD REPORT File No.
• GeoEngineers Inc. 6zof".<21,z of
7504 SW Bridgeport Road Project: N SroNE Date:
Portland, Oregon 97224 +•12 17 v6%1>2.� NI INS, Wdw
(503) 624 -9274 Owner: Report No.
Page:
Location: Arrival Time: Pa
Prepared by: 9
of
Purpose of Visit: Weather: Depart. Time: Permit No.
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This report presents opinions formed as a result of ow observation of activities relating to peotectnical'ehgineering. We rely on the contractor to Comply with the plans and anadificat'
throughout the duration of the project irrespective of the presence Of our representative. Our work doss not Include supervision or direction of the actual work of the Contractor, his employee
•
agents. Our firm will not be responsible for lob or site safety on this protect.
Attachments: Signed:
Distribution: GE145a
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Elevation (Feet) 0 3
205 ` Geogrid Length - 8' Geogrid Length 12'
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START WALL ANGLE POINT ANGLE POINT
STA 0 +00 STA 0 +22 STA 1 ±44
TW= 193.00
TW =183.00 TW =193.00
FG =182.00 FG =182.00 FG= 179.00
BW- 180.00 BW =180.0 ""BWM1-76r.6-7”
H-3.00 H =13.00 H =15.66
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- _ _ Elevotion a 194.67 o
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Elevation
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- - __.�:::.- . -... 117/27 4027., AdY A Elevation - 190.67' S'
�����`SIVAP W-r earir A/ . Elevation -. 188.67' Gt
Ai � �l�� .P7:1 F A 7/ fr �/1�/��� rr� #p.".r. � /��iv, , �� r� Elevations 186.67' . EI
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/ /� /�� %������,��� Elevotion - 182.67
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� ti/ tam► �iY �w AVAw � I, � � Elevation 180.67'
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FG =179.00
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Elevation (Feet) 0
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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
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Memorandum to Continental Dirt Contractors, Inc.
June 14, 2000
Page 5
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BW =184.0
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