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Geo Engineers Inc. FIELD REPORT File No.
7504 SW Bridgeport Road Project: Date:
IT 6goV-a)2-01.
Portland, Oregon 97224 E4!1 f rd �c' 7/2- ,
(503) 624 -9274 4w.Rer-- � Report No.
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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 of the contractor. his employees Or
agents. Our firm will not be responsible for job or site safety on this project.
Attachments:
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Signed:
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Distribution: y p / S / �L Q�G�
GE! 45-87
SUMMARY OF IN -PLACE NUCLEAn DENSITY AND MOISTURE TESTS
PROJECT: le/ (A)cAr e, FILE NO. Col'O`I — et )2. — 0 I SHEET 1 OF 11
Feet Probe Field Dry Density Percent 1
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.
:
ie
1 7/2'100 Fi w 3F �w P�cr.ey it 2- D ( V 12- 77 /20 -( /32.0 9�-h� 95
2 7.3 // 7,1 i 88,7
3 �, r. y_ ', 7 ,
Wri #/ 5.8 /23,8 93 -
42 Ai. r /27,e 13,0
Ne4 # S v 5,Q) 125,7 93,7
e F 4/ _$-V 712 125,7 9S. Z
ee /.Y ilZ 5.7- /Z5:7? %3 % ak-
&/ Jt 3 5.1 /Zco.( ? y
'1 V It ./ v � Ri1 126 4 9'5
Percent compaction based on: Soil Type: s = Sandy Type of Compactor. Abbreviations:
Standard Proctor (AASHTO T 99-57, ASTM 0698) 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 = Pe rcent r cubic toot
1"".... Es�tua7�� Si =sift c = pounds S = Sheepstoot roller pcf = p pe
Testing conducted by C = Clay GO - Grid roller RT = Retest of an area
CR - Crushed Rock L = Loaded scraper
Attachment to Field Report Number 3 7 JJ - Jumping jack
BV = Backhoe vibratory plate
VP = Vibratory plate
Document ID: NucD&M HT = Hand tamper
FIELD REPORT File No.
G Inc. 6s0 ¢-0_, p,
7504 SW Bridgeport Road Project: te.�4 Sib f--le Date:
Portland, Oregon 97224 F- �C�I -E 447:=e.Pwti> Sc.--r-1>i NI ING WbU_
(503) 624 -9274 Owner: Report No.
Prepared by: Location: Arrival Time: Pag:
of
Purpose of Visit: Weather: Depart. Time: Permit No.
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This report presents opinions formed as • result 01 our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and speclficatio
throughout the duration of the project irrespective of the presence of our representative. Our work does not inClude supervision Of dlreOtidn o1 the actual work of the contractor. his employees
agents. Our firm will not be responsible for job Or site safety on this project.
Attachments:
\\\ .Distribution: Signed:
• GEI 4&,.