Report (753) g L)P
FIELD REPORT File No.
GeoEngineers Inc. �� 4 - 2 •
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 -1 1 l g jo
(503) 624 -9274 0*rrer7 . r(2- rt.rrF! s Report No. -
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This report presents opinions formed as a result of our observation of activities relating to geotecnnicat engineering. We rely on the contractor to comply with the plans and specifications
throughout the duration of the protect 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:
Distribution: c'"p 0.s S t Signed: I-> � H
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SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: FILE NO. G8o4 -i2P Ot SHEET L OF 7
Feet Probe ' Field Dry Density T 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.
r '? -c9 5-ra 4 +9D zo2 41 S:Ei 'V tL -7, 1 22, 1 iz4.9 9-i. 9 S
z S +Sa Zo2 9, 7 1 17.9 99 4
3 i 6+-lo 2,02.
�o, I tzS S �., f
4 64-90 2.01.s 6, S i z l .3 `Y?,
S '7+7� z I X 0 , 2 1 22, 2 97. f . ) , b
o+s-o Zoo rl. it ;•� 9 a • 9
7 ti
9 a s , 99 V ). 1 ti.2 _ , i9, 4 9S, ¢
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
Modified Proctor (AASHTO T 180-57, ASTM D1557) G = Gravel al = Silty V = Vibratory compactor % = percent
SI = Silt c = Clayey S = Sheepsfoot roller pcf = pounds per cubic foot
Testing conducted by: � C = Clay GD = Grid roller RT = Retest of an area
CR = Crushed Rock L = Loaded scraper
Attachment to Field Report Number
31. JJ = Jumping Jack
BV = Backhoe vibratory plate
VP in Vibratory plate
Document ID: NucD&M HT = Hand tamper
7
GeoEngineers Inc. FIELD REPORT File No.
6c80¢,20Z o
7504 SW Bridgeport Road Project: lc_•l STbt- E Date:
Portland, Oregon 97224 ESC -it,E 1--fc¢.9wi>2.c- ec- NI ir.46 t,, u_ - - 1) . -Dr
(503) 624 -9274 Owner: Report No.
Prepared by: 'Location: Arrival Time: Page: Z
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A71 a�A`!s •• Tt 1l t<..c.>*.. ■....,,a- - MEM. 1 r _
This report presents opinions formed as a result of our observation of activities relating to geotechnicaf engineering. We rely on the contractor to comply with the plans and specifications ,
the duration Of the project irrespective of the presence 01 our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees Or
Ow firm will not be responsible for job or site safety On this project.
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175 ANGLE POINT
START WALL ANGLE POINT STA 1 ±44
/) STA 0 +00 STA 0 +22 T TA 193.00
TW =183.00 1W- 193.00 FG= 179.00
FG =182.00 FG =1 x2.00 —
• BW =180.00 BW =180.0 H =15.66
• H =3.00 H=13.00
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Geogrid Length 14' Geogrid Length 16'
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orsaai�moi ►w�� wi . �r� I Elevation_ 22 194.67' 0
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-___ - _�■ ■ ■ �r /� /err ri0i/ 0 2'4 / Elevation -s 192.67' 0
. 021 ,Cl717:4'r77 41rjri Elevation = 190.67' 5'
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I7�ilifArA Y .12F' "' ZAKI1 �r /1� /�a1������. 7 ? � �.1✓M :avAr1J Elevation - 186.67' El'
� �/ G1 %J. in ffe, • 1 4 3 a.��.'vs'i r=tIp ir; ,S1t, �.:11.61r r. � Devotion a 184.67'
� ,��� -� fi r�t ,.��r`'t��►�/��,..�..�� � iiiriw■��•i,g Elevation - 182,67'
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H =15.66
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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 32
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