A22_-_Plans_General(c).pdf

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Attached to
Illinois River Basin, Dresden Island Lock, Grundy County, IL Upper Bulkhead Recesses
Solicitation number
W912EK19R0016
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Plans - General (File 3 of 4)

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A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(d).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(c).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(b).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(a).pdf PDF
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A22_-_Reference_Drawings(k-1).pdf PDF
A22_-_Reference_Drawings(h).pdf PDF
A22_-_Reference_Drawings(k-2).pdf PDF
A22_-_Plans_General(a).pdf PDF
A22_-_Reference_Drawings(j).pdf PDF
A22_-_Reference_Drawings(g).pdf PDF
A22_-_Reference_Drawings(i-1).pdf PDF
A22_-_Plans_General(d).pdf PDF
A22_-_Reference_Drawings(c).pdf PDF
A22_-_Reference_Drawings(l).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(b).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(d).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(a).pdf PDF
A22_-_Plans_Volume_1_-_Bulkhead_Recess(b).pdf PDF
A22_-_Reference_Drawings(e).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(c).pdf PDF
A22_-_Plans_Volume_1_-_Bulkhead_Recess(a).pdf PDF
A22_-_Reference_Drawings(b).pdf PDF
A22_-_Plans_General(b).pdf PDF
A22_-_W912EK19R0016.pdf PDF
A22_-_Reference_Drawings(i-2).pdf PDF
A14_-_Draft_Plans_Part_1.pdf PDF
A14_-_Draft_Plans_Part_4.pdf PDF
A14_-_Draft_Plans_Part_2.pdf PDF
A14_-_Draft_Plans_Part_3.pdf PDF
A14_-_Draft_Plans_Part_5.pdf PDF
A14_-_Draft_Specifications.pdf PDF
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END OF CORING

COMP. STR. = 7836 psi

UNIT WT = 152.0 pcf

LOAD = 89,610 lbs

DIAMETER = 3.66''

LENGTH = 4.40''

END OF CORING

END OF CORING

END OF CORING

COMP. STR. = 4,316 psi

UNIT WT = 149.5 pcf

LOAD = 48,320 lbs

DIAMETER = 3.68''

LENGTH = 5.29''

CORE NO. DI-19-06

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: JLM

DATE OF DRILLING: 29 MAY 2019

TOTAL DEPTH OF HOLE: 42''

DRILL DESIGNATION: MILWAUKEE

GATE RECESS.

LOCATION: LANDWALL EMERGENCY

CONC. DATADESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: DRESDEN ISLAND

26-28'' RUBBLE.

12-28'' CONCRETE CORE ¾'' NOMINAL 1½ MAX RIVER ROCK .

28-42" CONCRETE CORE ¾'' NOMINAL 2'' MAX.

CORE NO. DI-19-07

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: WTT

DATE OF DRILLING: 29 MAY 2019

TOTAL DEPTH OF HOLE: 24"

DRILL DESIGNATION: MILWAUKEE

LOCATION: UPPER GUIDEWALL LAND WALL.

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: DRESDEN ISLAND

4'' REBAR.

0-8'' CONCRETE CORE ¾ NOMINAL 1½'' MAX CRUSHED ROCK.

8-24'' CONCRETE CORE ¾ NOMINAL 2'' MAX RIVER ROCK.

CORE NO. DI-19-08

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: JLM

DATE OF DRILLING: 29 MAY 2019

TOTAL DEPTH OF HOLE: 39''

DRILL DESIGNATION: MILWAUKEE

MACHINE PIT.

LOCATION: UPPER GUIDE WALL LAND WALL

CONC. DATADESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: DRESDEN ISLAND

12-39'' CONCRETE CORE ¾'' NOMINAL 4'' MAX SIZE RIVER ROCK.

5'' WIRE MESH

0-5'' CONCRETE CORE ¾ NOMINAL 1½'' MAX CRUSHED STONE.

5-12'' CONCRETE CORE ¾ NOMINAL 3½'' MAX RIVER ROCK.

12-25'' CONCRETE CORE ¾ NOMINAL 3½'' MAX RIVER ROCK.

COMP. STR. = 6,233 psi

UNIT WT = 147.9 pcf

LOAD = 77,450 lbs

DIAMETER = 3.71"

LENGTH = 3.72"

CORE NO. DI-19-09

DIRECTION OF CORE: HORIZONTAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: WTT

DATE OF DRILLING: 29 MAY 2019

TOTAL DEPTH OF HOLE: 25"

DRILL DESIGNATION: MILWAUKEE

LOCATION: UPPER I-WALL MACHINE PIT.

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: DRESDEN ISLAND

6-12'' RUBBLE

CRUSHED ROCK.

0-12'' CONCRETE CORE ¾'' NOMINAL 1'' MAX SIZE

RUBBLE.

4-12'' CONCRETE CORE ¾'' NOMINAL 1½'' MAX RIVER ROCK.

3.5'' WELDED WIRE MESH

OVERLAY.

0-4'' CONCRETE CORE ½'' NOMINAL SIZE CRUSHED ROCK.

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