312000A_Boring_logs.pdf
PDF 540 KB Posted
- Attached to
- Alter French Drain and Relocate Retaining Wall
- Solicitation number
- W912J2-17-R-0001
About this file
Boring Logs
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Other files
| File | Type | Posted |
|---|---|---|
| Questions_&_Answers.docx | DOCX document | |
| EXHIBIT-B-Subcontractor-Consent.doc | DOC document | |
| EXHIBIT-A-Past-Performance-Relevancy-Questionnaire.doc | DOC document | |
| EXHIBIT-C-Past-Performance-References-Questionnaire.doc | DOC document | |
| W912J2-17-D-0001_Amendment_01_Solicitation_Alter_French_Drain.pdf | ||
| Exhibit-D-Offorer-Bid-Schedule.xlsx | XLSX spreadsheet | |
| EXHIBIT-B-Subcontractor-Consent.doc | DOC document | |
| EXHIBIT-A-Past-Performance-Relevancy-Questionnaire.doc | DOC document | |
| EXHIBIT-C-Past-Performance-References-Questionnaire.doc | DOC document | |
| Drawings.pdf | ||
| Specifications.pdf | ||
| W912J2-17-D-0001_Solicitation_Alter_French_Drain.pdf | ||
| W912J2-17-D-0001_Solicitation_Alter_French_Drain.pdf |
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Text version
PROJECT NAMEPROJECT NAME
PROJECT NO.
PROJECT NAME
BORING NO.
SURFACE EL.
LOG OF TEST BORING
DRILLING FIRM:
(FEET)
DEPTH
DESCRIPTION OF MATERIAL
MOISTURE/
TEXTUREN
LABORATORY
TESTS
ELEV.
(FEET)
STATION:
OFFSET:
WATER LEVEL MEASUREMENTS
DATE TIME
SAMPLED
DEPTH
WATER
LEVEL
DRILLING DATE(S):
DRILLING METHOD(S):
N = BLOWS PER FOOT
= WATER LEVEL
END OF BORING
SOILS & ENGINEERING SERVICES
2-1/4"HSA
NA
NA
NONE
TIME OF COMPLETION: NI
MEAD & HUNT INC.
6501 Watts Road, Suite 101
Madison, Wisconsin 53719-2700
Phone: 608 273 6380
Fax: 608 273 6391
13141300-160703.01
ALTER FRENCH DRAIN TRUAX
FIELD ANGB - MADISON, WI 862.6
FILL, 1’ OF DARK BROWN SANDY SILT TOPSOIL
OVER LEAN CLAY W/ GRAVEL, BROWN, STIFF (CL)
(SP)
SAND W/ GRAVEL, BROWN LOOSE
MOIST
MOIST TO WET/
FINE TO MEDIUM
Qp= 2.5 TSF
5/5/16
5/5/16
AT
COMPLETION 5’
* POSSIBLE CONCRETE CHUNK OR SLAB
AT 1 1/2 TO 2 FT.
PROJECT NAME
BORING NO.
SURFACE EL.
LOG OF TEST BORING
DRILLING FIRM:
(FEET)
DEPTH
DESCRIPTION OF MATERIAL
MOISTURE/
TEXTUREN
LABORATORY
TESTS
ELEV.
(FEET)
STATION:
OFFSET:
WATER LEVEL MEASUREMENTS
DATE TIME
SAMPLED
DEPTH
WATER
LEVEL
DRILLING DATE(S):
DRILLING METHOD(S):
N = BLOWS PER FOOT
= WATER LEVEL
END OF BORING
SOILS & ENGINEERING SERVICES
2-1/4"HSA
NA
NA
NONE
TIME OF COMPLETION: NI
MEAD & HUNT INC.
6501 Watts Road, Suite 101
Madison, Wisconsin 53719-2700
Phone: 608 273 6380
Fax: 608 273 6391
3141300-160703.01
ALTER FRENCH DRAIN TRUAX
FIELD ANGB - MADISON, WI 862.9
(CL)
Qp= 2.5 TSF
5/5/16
5/5/16
AT
COMPLETION 5’
1.1
3.7
FILL - 4" ASPHALT OVER 9" BASE COURSE
LEAN CLAY, BROWN, RATHER STIFF
SAND, BROWN, LOOSE
(SP)
DRY TO MOIST
MOIST/ FINE TO
MEDIUM
PROJECT NAME
BORING NO.
SURFACE EL.
LOG OF TEST BORING
DRILLING FIRM:
(FEET)
DEPTH
DESCRIPTION OF MATERIAL
MOISTURE/
TEXTUREN
LABORATORY
TESTS
ELEV.
(FEET)
STATION:
OFFSET:
WATER LEVEL MEASUREMENTS
DATE TIME
SAMPLED
DEPTH
WATER
LEVEL
DRILLING DATE(S):
DRILLING METHOD(S):
N = BLOWS PER FOOT
= WATER LEVEL
END OF BORING
SOILS & ENGINEERING SERVICES
2-1/4"HSA
NA
NA
TIME OF COMPLETION: NI
MEAD & HUNT INC.
6501 Watts Road, Suite 101
Madison, Wisconsin 53719-2700
Phone: 608 273 6380
Fax: 608 273 6391
3141300-160703.01
ALTER FRENCH DRAIN TRUAX
FIELD ANGB - MADISON, WI 863.6
(CL)
Qp= 1.75 TSF
5/5/16
5/5/16
AT
COMPLETION
3.5
(SM)
DRY TO MOIST
5.5
FILL - 4 3/4" ASPHALT OVER 12" BASE COURSE
OVER CLAY & ASPHALT PIECES
LEAN CLAY, BROWN, MEDIUM
SILTY SAND, BROWN, MEDIUM DENSE
SAND, LIGHT BROWN, MEDIUM DENSE
(SP)
SAND W/ A LITTLE GRAVEL, LOOSE
(SW)
MOIST TO WET/
FINE
WATERBEARING/
FINE TO COARSE
15’ 11’
PROJECT NAME
BORING NO.
SURFACE EL.
LOG OF TEST BORING
DRILLING FIRM:
(FEET)
DEPTH
DESCRIPTION OF MATERIAL
MOISTURE/
TEXTUREN
LABORATORY
TESTS
ELEV.
(FEET)
STATION:
OFFSET:
WATER LEVEL MEASUREMENTS
DATE TIME
SAMPLED
DEPTH
WATER
LEVEL
DRILLING DATE(S):
DRILLING METHOD(S):
N = BLOWS PER FOOT
= WATER LEVEL
END OF BORING
SOILS & ENGINEERING SERVICES
2-1/4"HSA
NA
NA
TIME OF COMPLETION: NI
MEAD & HUNT INC.
6501 Watts Road, Suite 101
Madison, Wisconsin 53719-2700
Phone: 608 273 6380
Fax: 608 273 6391
3141300-160703.01
ALTER FRENCH DRAIN TRUAX
FIELD ANGB - MADISON, WI 863.2
(CL)
Qp= 2.0 TSF
5/5/16
5/5/16
AT
COMPLETION
3.5
DRY TO MOIST
SAND W/ SILT, BROWN, VERY LOOSE
NONE
1.3
5" ASPHALT OVER 11" BASE COURSE
LEAN CLAY, DARK BROWN TO BROWN, MEDIUM
(SP-SM)
MOIST/ FINE
TO MEDIUM
5’
| BOR-1 |
| BOR-2 |
| BOR-3 |
| BOR-4 |
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