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FIELD REPORT File No.
GeoEngineers Inc. ‘, Sa`( -GO 2 -art
7504 SW Bridgeport Road Project: . l Date:
Portland, Oregon 97224 Ca, ie �{ a ro lr, e 1e Z / 076-,.2
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(503) 624 -9274 Owner: ,Poc, er 7) WA. . / 4 • 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 e•• : • ees or
agents. Our firm will not be responsible for job or site safety on this project. Z
Attachments: / J j � / .
Signed: , ./ f/
Distribution:
(;Fl dc-R7
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FIELD REPORT File No. ✓
GeoEngineers Inc. &80 oaZ -af
7504 SW Bridgeport Road Project: • , Date
Portland, Oregon 97224 , a�!F ( � ro(W pi'e. � ti
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(503) 624 -9274 Owner: keys e . ( - 0 ,,„ t „,/, , ,-.,- 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 01 the presence of our representative. Our WOO does not include supervision or direction 01 the actual work of the contractor. Ms employees or
agents. Our firm will not be responsible for job or site safety on this project.
Attachments: `. ��
• Distribution: Signed: /�/
(:GI 4 R_R7
�- ,/ SUMMARY OF IN -PLACE NUCLEAnDENSITY AND MOISTURE TESTS
PROJECT: (. SALE .4QDa1kKE FILE NO. 6 5?0c/- 0l12-0r 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.
f 87/0 30'4' off' t eas e#d 07 D $'Gv v "3 /o /7.3 /064' /2 ? 7.C. 2- 9'6
2 b,.O 'et) if keys><,e w„oF 8 , /3.3 /01 F1
3 /3o ' /c" 'R 7 76s /1 ?. l 9"0.9
I/ /g'o 't) i' r� /0 G.c (o 9 9 85.0
‘ 23a/ r, /0 ./ / /2.0 89.G
6 2k0 'IA) ', I, g s.y / / 9 /.Lf
? 3; 0 ' ' " - l' 7 3. Z- 1/9: $ 95
8" 3? O'l t/ „ - ti 1 z FS /Dl, y 87 G
9 4/25'W ,' . a/ 're /sflz_ - S y.o //'/ 4(.3
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/t7 5o ' 4 kr ; 0 / 4 - /17unGrit _ 11 /0 if e9 //o• 7 [/ D ."
1/ s-0 /w Z i a �_ - li /0 6.3 /07.0 81.6
/2 5✓ ,‘ - ti 12. 6.5 100.2 70.3
/3 V (,ov w ``V V 11 /0 34 ill 9 N i 01
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Percent compaction based on: Soil Type: a - Sandy Type of Compactor. Abbreviations:
Standard Proctor (PASHTO T 99.57, ASTM D698) S or Sand g - Gravelly R or rubber -tire roper OMC - Optimum moisture content
Modified Proctor (ASHTO T 18057, ASTM D1557) 0 - Gravel al — Silty V - Vibratory compactor % - percent
Si - Silt c - Clayey S - Sheepsfoot roper pcf - pounds per cubic foot
Testing conducted by 52- C = Clay GD - Grid roper RT - Retest of an area
/ CR - Crushed Rock L - Loaded soraper
Attachment to Field Report Number JJ - 'lumping jack
BV at Backhoe vibratory plate
VP - Vibratory plate
Document ID: NucD&M HT so Hand tamper