A22_-_Plans_General(b).pdf
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Plans - General (File 2 of 4)
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CORING LOG
1'0.5'0SCALE : 2"=1'-0"
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®of Engineers
US Army Corps of Engineers
US Army Corps
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SHEET ID
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END OF CORING
COMP. STR. = 5,072 psi
UNIT WT = 146.9 pcf
LOAD = 54,826 lbs
DIAMETER = 3.71"
LENGTH = 6.44"
COMP. STR. = 6,308 psi
UNIT WT = 151.3 pcf
LOAD = 77,030 lbs
DIAMETER = 3.72"
LENGTH = 3.99"
END OF CORING
0-7" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
0-4" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
END OF CORING
3'' #1 REBAR.
0-3" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
RUBBLE.
3-16" CONCRETE CORE, CRUSHED STONE.
16-27'' CONCRETE CORE ¾'' NOMINAL 1½'' MAX RIVER ROCK.
48'' MECHANICAL BREAK.
27-48'' CONCRETE CORE ¾'' NOMINAL 3'' MAX RIVER ROCK.
END OF CORING
0-8" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
FREEZE THAW CRACKING THROUGHOUT.
8-22" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
22-47" CONCRETE CORE, ¾" NOMINAL 3'' MAX RIVER ROCK.
CORE NO. DI-19-01
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: 47"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: I-WALL RIVER SIDE EMERGENCY
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
CORE NO. DI-19-02
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: 47"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: I-WALL RIVER SIDE EMERGENCY
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
FREEZE THAW CRACKING THROUGHOUT.
7-13" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
WIRES FOUND IN BETWEEN.
13-22" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER ROCK.
22-34" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
34-47" CONCRETE CORE, ¾" NOMINAL 3'' MAX RIVER ROCK.
COMP. STR. = 3,959 psi
UNIT WT = 145.5 pcf
LOAD = 44,550 lbs
DIAMETER = 3.67"
LENGTH = 5.00"
CORE NO. DI-19-04
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: 46"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: LANDWALL EMERGENCY
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
RUBBLE.
4-9" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
13-18" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
9-13" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER ROCK.
18-46" CONCRETE CORE, ¾" NOMINAL 2'' MAX RIVER ROCK.
CORE NO. DI-19-05
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: 48"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: LANDWALL EMERGENCY
CONC. DATADESCRIPTIONLEGEND(ft)
DEPTH
1.00
2.00
3.00
4.00
5.00
6.00
7.00
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
COMP. STR. = 3,869 psi
UNIT WT = 140.7 pcf
LOAD = 41,380 lbs
DIAMETER = 3.69"
LENGTH = 7.06"
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