HomeMy WebLinkAbout1990-01-11 Field Report of EarthworkAF-CH
GEOTECHNICAL
rENGINEERING
�r CORPORATION
PROJECT:
i
FIELD REPORT OF EARTHWORK OBSERVATIONS/TESTING
SITE/AREA OBSERVVEU/TESTEU: I
L`rJ�i..� • ,..� �•• K��� �!'/ //,r:2l. ice/
_'\ Sal y Ali
DATE(S) OF FIELU WURK:
DATE OF REPORT: 41,1A /�/�%9�
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Sal Engine"
Soil Testing
Site Assessments
Soi Borings
REPORTED TO:
LUn &/z/
—�� 3d/i `L� r sal. 6�✓( _
COPIES TO:
GEC JOB NO: /r -/%
(Circle numbers for items with additional notes.)
A. MISCELLANEOUS
1. Obs/tests by [y. pn%i,c Report by/V94-Una Reviewed by Az
2. Time arrive site Time leave site
3. Weather: Not - Freezing indy - Rain - Snow - Mild - Drizzle - vercas
4. Grading/Development Building plan by dated ,latest rev.
5. Dimensions by: a e pace, estimated, as per
6. Elev/depth info. by: transit hand leve rule/tape, estimated, as per
7. Bench mark
B. Visitors/others at site included:
1.
2.
3.
4.
B. EXCAVATION OBSERVATIONS
Upon arrival eavini area observed was suitably excavated
Though complete excavation not observed by us, if our recomrendations are followed,
the excavation should be suitable / 1
Material exposed in base excavation /!i.. .'e/ .I/ ��, ige C X'-Ae
Material exposed in sides of excavation r�a�v�
I READ OTHER S15E FOR DSCL IMR ND I.AMITATTOTIS OF L Bim•
7/89 1925 Ooka'est Avenue • St. Paul, Mrnesote 55113 Office (612) 636-7744 Fax 1612) 636-8451
GEC Job No. ! -/J Report Date //////�'p Page 2
5. Excavation all/somermosoly dry/ below water.
6. Opinion regarding excavation qualified because under water
0.) Excavation elev/depth ranges from 1,2,2 on lxL) to on sw
8. Excavation dimensions y/ % /N �. eY,,�.,•/,
0 Oversize ratio of //!�.'/ does/not appear to be achieved
10. Oversize opinion based on stakes placed by othr.rs
Qlli ja_gd_auger boring, shovel holes), machine test pits, /hind cone tests,-/
12. Excavating equipment, procedures
13. Soil boring reports: GEC.,{ &,/,Job No. ya->/p Date
14. Closest boring(s) is Mme_; which is approx. S1/ of the site.
15. No deep borings; results of excavation observations are qualified
16. EO results verbally reported to �o/old �,;�;, on /.//v yo at
11. EO work was on a U /part-time basis
1.
2.
3.
4.
5.
6.
1.
8.
9.
C. FILLING 8 DENSITY TESTING
Top of fill elev/depth ranges from _ on to on
Fill material spec/rec: Inorganic soil f,!�:,,/,,,/;
Fill material does/not meet spec/r`ec-/
Tests numbers / — /,Z See attached sheet for results -'Y"
Density spec/recommendation `/S X of andaro modified proctor
Results of density testsdo/not meet speer/
Compaction equipment, procedures
Test results verbally reported to
Density testing was on a full/part-time basis
NOTES
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To protect the addressee.
the puCtrc. and oursetvee. this report
(and all OEOTE IN L ENOINEERINO CORPORATION
stlPPorlrnq informalWnl
ENGINEERING
um No
reprnenUUont an made to Panes other than the addrnsee
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se.alw,tance
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CORPORATION
mmun'°'"°'e
REPORT OF
DENSITY TESTS
PROJECT,
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REPORTED TOr!
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COPIES TO,
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REPORT NO, f0•/7-/
FIELD DENSITY TEST DATA
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LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS IPROTTOORI wy
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/r;y,vw/t%'s/c/ (LO)
(1« 061& (.-i')
Irdatlrwa ♦ MalAade
EIaMerA(ASTM OSN)V ;MNh61 -C.— ;Mot/NIa1
(ASTM 01567)
To protect the addressee.
the puCtrc. and oursetvee. this report
(and all OEOTE IN L ENOINEERINO CORPORATION
stlPPorlrnq informalWnl
H provided for IM addressee's own
um No
reprnenUUont an made to Panes other than the addrnsee
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1925 Ortcreat Awlrala - St. Pad. Mtrtrwota 55113 Offs (612) 636-7744 Fax (6121636-8451