Report (739) i. .. - E eopQ aSM .
FIELD REPORT
GeoEngineers Inc. ��0y-002 - o l
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 k. Itur-bit.x�re File No.
1/11/0 0
(503) 624 -9274 Owner. �� 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:
Signed: 4.—) illi
Distribution: CoPi ova SS-jv GE145 -87
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: 50 e _ 14,,,,,, , r a FILE NO. 63vtl - ma - o■ 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.
I "1 f i, )oc,,1 .S 44.4 _ A 4- 1..n let,.c,1 s; (./ \/ I a. io,a. has, s 1? ,9 ,''<") 7S
2 S 6 -f- S 1 ci i, r 1 a. I O • - 7 1,a) . (1 1 cf, < .
--- 14-an 19a 1a 9.I 117..7 9S.cD .
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( 7c 0v,-.1 la in_ 5 113.S 9
';'); y +33 198.(, i� q,4 la.`I i n ?•(" , i
3 +9h 19RA') 1). 11.ci 11 /.S \J 'IS.") q O4 SO 19n -(,) Y v 1D. ,?.1 lat, 9"). n
Percent compaction based on: Soil Type: s = 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) 0 = Gravel al - Silty V - Vibratory compactor % = percent
SI = Silt c = Clayey S - Sheepsfoot roller pcf = pounds per cubic foot
Testing conducted by: T 0 = Clay GD on Odd roller RT = Retest of an area
CR = Crushed Rock L = Loaded scraper
Attachment to Field Report Number �-_ JJ = moping Jack
BV = Backhoe vibratory plate
VP IN Vibratory plate
Document ID: NucD&M HT = Hand tamper
Summary of Installed Geogrid Fabric
Project: Eagle Hardware File No. 6804 -002 -01 Date: 7/11/ ( )0
I Station Interval 1 Elevation 1 Geogrid l Length I
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14- a+ D 5 19 D (, `) 1'1 0 0 1y'
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-y +SZ St- .) 191, (,---) I'ic>c> 1'i'
6+ 3m 1 1- aS 190. (,-) I Sock 1'i
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FIELD REPORT File No.
GeoEngineers Inc. 6z04 --,2,2...- of
7504 SW Bridgeport Road Project: V-.E∎1 STONE Date:
Portland, Oregon 97224 E. 1)6 4- I7>4.9 £1 INei wa.u-
(503) 624 -9274 Owner: Report No.
Prepared by: Location: Arrival Time: Page: -
of
Purpose of Visit: Depart. Time: Permit 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 contracts 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 ob or site safety on this project.
Attachments:
Signed:
Distribution:
GEI 45 -i.
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205: Geogrid Length 8' Geogrid Length 12' 0
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195 - n
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190 _ •
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— 1 ANGLE P
175 -
START WALL ANGLE POINT
STA 0 +00 STA 0 +22 T STA L 1
POINT OI
3.00
TW 183.00 TW 193.00 TW » .00
FG- 182.00 FG- 182.00 _
BW- 180.00 BW=180.0 H =15.66
H =3.00 H -13.00
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G eogrid Length 14' Geogrid Len 16' 1 .
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.JI /� /i1rliar � �� . 0 2S r /WAr A Elevation -. 192.67' Ei
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ir/ ����"���7 »�Wl �����i���� �l�• £I :::: 188.67 GE (F> ��������,��� jj%1 1 186.67' Q'
rAM /AAl.r.0 7 / 7:47if'/1.0 El evations 184.67'
,. r �//" � ,5'r Elevation = 1$2.67
,��,�,,��oy ^ ^�v� Ar � ` %:• Elevation s 180.67
,Sr I I 1 ATINVIITIPI p • lb)" Aw 00,11 1 Arlinv A 1r Alt. AiliPlIj 410
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ANGLE POINT
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TWs193.00
FG- 179.00
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Geogrid Length 16'
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Elevation (Feet)
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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
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BW= 178.66 BW= 1 84.00
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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