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Warren County FD52 114 0234 009-010
BRO 5073 (001) KY 234 over Drakes Creek
Station 120+00.00 Item No. 3-1077.00 Drawing No. 27398
PRELIMINARY STRUCTURE PLANS
J.M. Crawford and Associates, Inc. Consulting Engineers Lexington, Kentucky
January, 2016
So = -4.39% So = -1.10%
Elev 479.38
PVI 116+60.00
490
480
470
460
450
440
430
420
410
400
Runout = 64’
Runoff = 192’
e= 0.060’/’
E= 47.53’
R= 1060.00’
ST= 64.05’
LT= 128.06’
Lc = 421.71’
Ls= 192.00’
Ts= 412.13’
P.I. Sta= 126+51.42
333’-2�"
1’-7�" 1’-7�"
Sta. 118+35.00
! Brg. Abut. #1Sta. 119+35.00
! Pier #1
Sta. 120+65.00
! Pier #2
Sta. 121+65.00
! Brg. I.E.B. #2
Sta. 121+66.59
End Bridge
100’-0" 130’-0" 100’-0"
90°
20°
Sta.118+33.41
Begin Bridge
INTEGRAL END BENT #2PIER #1 PIER #2 DATUM
466.0
Berm El.
BJE-001 (c.e.) (Typ.)
See Std. Drwg.
Armored Edge
Ground Line @ !
Approximate
Incidental to slope Prot.
Beneath Slope Prot. (Typ.)
Geotextile Fabric Type I
Stone Rip-Rap
Limits of Cyclopean
PT 118
+14.41
TS 12
2+39.29
ELEVATION
El. 459.7
100 Yr. HW
50 Yr
100 Yr
DRAINAGE AREA = 503 SQ. MILES
El. 461.1
Barren River BW
PLAN
TYPICAL DECK SECTION
2:1
2:1
2:1
3:1
DR
AK
ES
CR
EE
K
! KY 234
! Brg. I.E.B. #1! Brg. I.E.B. #2
! Pier #1 ! Pier #2
15’-0"
390
380
El. 470.400
Low T/C
469.4
Berm El.
ABUTMENT #1
Exp.Fix
Fix Int.
3
12
Rock Line @ !
Approximate
11’-
0"
11’-
0"
5’-
6"
5’-
0"
5’-
0"
6-PCI Beams Type 6 @ 7’-8" = 38’-4"3’-10" 3’-10"
1’-6"
Shld.
5’-0" 11’-0" 5’-6"
43’-0"
46’-0" Out to Out
2% Super
Profile Grade
5’-6" 11’-0"
Shld.
5’-0"
1’-6"
BGX-015 (c.e.)
See Std. Drwg.
Through Deck Drain
Concrete
8" Cl. "AA"
! KY 234
2:1
2:1
2:1
2:1
To Bowling Green
342’ VC
20° Skew Lt., 51’ Shdrs @ Bridge
Continuous for KYHL-93 Live Load (125% of HL93)
3 Span 100’-0",130’-0",100’-0" Type 6 PCI Beam Bridge
To Settle
NOTE 1 Piles at End Bent 2 are not to
be driven until embankments have
adequately consolidated.
See General Notes
See Note 1
HYDRAULIC DATA
FLOOD ELEV. DISCHARGE VELOCITY
59600 cfs
70200 cfs
5:1
4:1
2’-0"
(Typ.)
Stone Rip-Rap (Typ.)
Limits of Cyclopean
(Typ.)
3’-0"
Berm
(Typ.)
7:1
KY 234
CURVE DATA
Runout =
Runoff =
e= 0.044’/’
E= 2.49’
R= 2400.00’
Lc = 218.75’
T = 109.45’
P.I. Sta= 117+05.12
See X-Sect.
KY 234
CURVE DATA
3"
(Typ.)
Min.
1"
Type 3
Rail System
(See Roadway Plans)
Existing Bridge To Be Removed
Slab
25’ Appr.
See Std. Drwg. BGX-017 (c.e.)
25’ Approach Slab
458.43
459.70
10.96 ft/s
12.31 ft/s
El. 409.967
Bot. Ftg.El. 418.539
Bot. Ftg.
El. 467.000
Low T/C
El. 466.000
Pile CutoffEl. 459.900
Bot. Ftg.
469.467
T/C El.
468.039
T/C El.
Steel Piles
HP 14x89
Steel Piles
HP 14x89
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
ITEM NUMBER
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
3-1077.00
C. Reid
G. Crank
WARREN
KY 234 DRAKES CREEK
LAYOUT
S3
27398
10/15
January
13, 2016
DA
TE P
LO
TT
ED:
gacrank
US
ER:
G:\
KY\
WA
RR
EN\
KY 234\
BRID
GE\
LA
YO
UT.
DG
NFIL
E
NA
ME:
1 2
ABUT. TYPE BW IEBCOUNTY ABUT. HEIGHT 10.5 ft 3.0 ftROADSTATUS REPORT ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
STATE PROJECT NO. 100.0 ft 130.0 ft 100.0 ftFEDERAL PROJECT NO 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
CROSSINGDESIGNERDRAWING NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
C1 C1P59.5 ft 49.5 ft
16 17 18 19 20 21 22 23 24 25 26 27 28 29
BIDUnits Unit Price Unit Price
CY 525.00 740.1 740.1CY 575.00 480.4 54.6 480.4 54.6LB 1.10 80838 80838LB 1.15 133148 7645 133148 7645CY 162.00 584.0 584.0CY 70.00 147.0 147.0Ton 30.00 953.0 953.0CY 40.00 453.0 453.0
LF 70.00 1239 1239LF 90.00 107 107
Each 135.00 35 35LF 350.00 1976.5 1976.5
LF 95.00 666 666SY 190.00 119.4 119.4
LF 115.00 91.5 91.5SY 10.00 538 332 538 332
KENTUCKY TRANSPORTATION CABINETDEPARTMENT OF HIGHWAYSDIVISION OF STRUCTURAL DESIGNSUMMARY OF BRIDGE DESIGN DATA
AB
UTS
BRO 5073 (001)
SP
AN
S
KY 234, Cemetery RoadWarren
3-1077.00FD52 114 0234 009-010
Drakes CreekJ.M. Crawford Design Section
-$
FRAMINGMATERIAL
Straight
PIE
RS
27398120+00
131.1352.47
63,308.00
18,120.00
20.0 deg LtHL-93 x 125%
1,205,585.70Cost per Deck Area
Total for Additional Items
BRIDGE ROADWAYBRIDGE WIDTHTOTAL LENGTH 333.190 ft.
43.000 ft.46.000 ft.
TC 66-101Rev. 11/05
COMPARISON of Estimate vs. Final Bid2,009,750.75$
%100.02,009,750.75$
Contractor UNDER By:Final Plan TotalFinal Bid Total
8,700.00
Structure Excav Solid RockCyclopean Stone Rip Rap
86,730.00
691,775.00
86,730.00
4,725.00
9,630.00
3,320.00
2,009,750.757,805.00
STATIONSKEWDESIGN LOADROAD ALIGNMENT
28,590.00
5,250.005,380.00
31,395.0088,921.80
18,120.00
153,120.20
Structure Granular Backfill
Steel Reinforcement Epoxy Coated
307,625.00
8,791.75
10,290.0010,290.00
161,911.9588,921.80
Armored Edge for Concrete
Rail System Type III
Pile Points 14"
9,630.00
691,775.00
63,308.00
SPECIAL FEATURES
Superstructure
276,230.00
SubstructureAwarded:Letting:
BridgeSubstructure388,552.50
FINAL PLANS ESTIMATE
388,552.50Superstructure
DECK AREAType 6 PCIB
Continuous for Live LoadType 6 PCIBEstimated cost of cofferdams included in unit price for Common Excavation
1/12/16
15326.74 ft.^2BRIDGE TYPE
Precast PC I Beam Type 6
BridgeConcrete Class AConcrete Class AASteel Reinforcement
Item
Piles - Steel HP 14 X 89Test Piles
Structure Excavation Common 94608.00 94,608.00
28,590.00
13,055.00
4,725.00
804,165.05TOTAL COST
Masonry Coating
78.66
Approach Slab 22,686.00 22,686.00
10,522.50 10,522.50
CloseOut Prelim.xls 1/13/2016 TC 66-101 (Bridge Est.)
BIDUnits Unit Price Unit Price
FINAL PLANS ESTIMATESubstructure
Awarded:Letting:Bridge
1/12/16SuperstructureSuperstructure
ADDITIONAL ITEMSItem Substructure Bridge
CloseOut Prelim.xls 1/13/2016 TC 66-101 (Bridge Est.)
EACH 750.00 7.0 7.0CY 350.00 22.3 22.3
Concrete Class BDeck Drain 5250.00 5,250.00
7805.00 7,805.00
Total for Additional Items 5,250.00 7,805.00 13,055.00
CloseOut Prelim.xls 1/13/2016 TC 66-101 (Bridge Est.)
Sta. 118+33.40
End Bent #1
Sta. 121+66.60
End Bent #2
Sta. 119+35.00
Pier #1
Sta. 120+65.00
Pier #2
SUBSURFACE DATA
S-082-13
Plan Scale 1" = 20’
120
+00
CS 117
+44.38
ST 118
+84.38
TS 12
2+39.24
PI 117
+05.09
SPI 117
+91.
05
#1001
#1002 #1004
#1003 #1005
#1006
#1008
#1007#1007A
#1007B
DR
AK
ES
CR
EE
K
119
+00
118
+00
117
+00
121+
00
122
+00
123
+00
ITEM NUMBER
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
SH
EET L
OC
ATIO
N:
1/13/2016
Subsurface
1.dgn
J
M
Cra
wf
ord
&
Associates
US
ER
NA
ME:
FIL
E
NA
ME:
DA
TE:
E-S
HEET
NA
ME:
3-1077.00
16-SEPTEMBER-2015
E. BAILEY M. CARPENTER
WARREN
KY 234 DRAKES CREEK
SUBSURFACE DATA
GEOTECHNICAL BRANCH
S4
27398
Division of Structural Design
66 90
66 100 crystalline, solutioned
Limestone: gray, medium to coarse
Limestone: gray, micro crystalline, broken fractured, few shale laminations
Void
Limestone: gray, micro crystalline, broken fractured, few shale laminationsLimestone: gray, fine crystalline, many shale laminations
Limestone: gray, fine crystalline
Limestone: gray, fine crystalline, many shale laminations, interclasts
Limestone: gray, fine grained, shale laminations
Limestone: gray, fine crystalline, pitted
Limestone: gray, fine grained, many shale laminations
17 35
46 82
84 100
94 100
92 98
87 93
Elev.
Offset
Station
Hole No.
datum)
(NAVD 88
460
450
430
420
410
400
390
380
370
360
350
440
470
Profile Scale:
Vertical 1" = 10’
Horizontal not to scale
END BENT ONE
Datum
SUBSURFACE DATA
S-082-13
460
450
430
420
410
400
390
380
370
360
350
440
470
470.90
23.00 ft. Lt.
118+26.65
1001
440.10
21.50 ft. Rt.
119+26.93
1004
464.70
23.00 ft. Rt.
118+43.40
1002
PIER ONE
439.20
21.50 ft. Lt.
119+08.67
1003
(470.40)
R
APPROXIMATE ROADWAY GRADE ELEV. = 477.10
N=50/0.3
No weathered rock
Top of rock elev.= 461.30
RQD RECKY
RQD RECKY
Base of weathered rock elev.= 409.90
Top of rock elev.= 418.20
N=13
N=38
N=50/0.5
N=7
LIw%D50
(mm)
, A-7-6(24),CL,S+C=96(54+42)0.003 29 0.35
on boulders
Possible refusal
(436.80)
R
on boulders
Possible refusal
ITEM NUMBER
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
SH
EET L
OC
ATIO
N:
1/13/2016
Subsurface
2.dgn
J
M
Cra
wf
ord
&
Associates
US
ER
NA
ME:
FIL
E
NA
ME:
DA
TE:
E-S
HEET
NA
ME:
3-1077.00
16-SEPTEMBER-2015
E. BAILEY M. CARPENTER
WARREN
KY 234 DRAKES CREEK
SUBSURFACE DATA
GEOTECHNICAL BRANCH
S5
27398
Division of Structural Design
Cored OverburdenLimestone: gray, very fine crystalline to fine crystalline, few shale laminations
Limestone: gray, fine crystalline to fine grained, many shale laminations, fossils
Limestone: gray, fine to medium crystalline
Limestone: gray, fine grained to fine crystalline, shale laminations
Void
Limestone: gray, fine to medium crystalline, few shale laminations
Void
Limestone: gray, fine to medium crystalline
Void
Limestone: gray, fine to very fine crystalline
Limestone: gray, fine grained to fine crystalline, many shale laminations
Limestone: gray, fine grained to very fine crystallineVoidLimestone: gray, fine grained to very fine crystallineVoid
Limestone: dark gray, very fine grained
Void: sandy filled void
Limestone: gray, very fine crystalline
Void
Limestone: gray, very fine grained
Limestone: gray, very fine grainedVoid
Void
53 73
63 77
92 98
80 100
26 65
50 50
52 54
33 58
38 60
12 20
0 0
36 42
28 38
22 50
82 100 fine crystalline, shale laminations
Limestone: gray, very fine grained to very
440.50
21.50 ft. Lt.
120+57.17
1005
Elev.
Offset
Station
Hole No.
datum)
(NAVD 88
450
430
420
410
400
390
380
370
360
350
440
Profile Scale:
Vertical 1" = 10’
Horizontal not to scale
Datum
SUBSURFACE DATA
S-082-13
450
430
420
410
400
390
380
370
360
350
440
340
330
320
330
320
PIER TWO
446.50
21.50 ft. Rt.
121+07.83
1006
(394.20)
R
340
310310
330
300300
No weathered rock
Top of rock elev.= 399.30
RQD RECKY
N=13
N=14
N=36
N=6
N=50/0.3
... .
LIw%D50
(mm)
Qu(psf)
UU(psf)
A-4(2),CL,S+C=59(41+18)0.034 18 -0.09
A-6(8),CL,S+C=77(58+19)0.014 20 0.112090
A-6(11),CL,S+C=90(64+26)0.008 23 0.231303
A-4(5),CL,S+C=77(57+20)0.013 27 0.741753
, A-1-b(0),SM,S+C=16(14+2)1.498 30
A-1-a(0),SM,S+C=13(7+6)2.195 14 -1.74
ITEM NUMBER
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
SH
EET L
OC
ATIO
N:
1/13/2016
Subsurface
3.dgn
J
M
Cra
wf
ord
&
Associates
US
ER
NA
ME:
FIL
E
NA
ME:
DA
TE:
E-S
HEET
NA
ME:
3-1077.00
16-SEPTEMBER-2015
E. BAILEY M. CARPENTER
WARREN
KY 234 DRAKES CREEK
SUBSURFACE DATA
GEOTECHNICAL BRANCH
S6
27398
Division of Structural Design
Overburden
Limestone: gray, medium to coarse crystalline, pitted at baseVoidLimestone: gray, medium crystalline
Limestone: gray, medium crystallineVoid
Void
Void
Limestone: gray, very fine crystalline
Limestone: gray, fine grained, shale laminations, fossils
Limestone: gray, fine crystalline
Void
Limestone: gray, very fine crystalline
0 100
84 90
20 22
51 54
26 26
Limestone: gray, fine crystalline
Overburden
69 79
96 100
90 90
Limestone: gray, very fine crystalline
Limestone: gray, fine to medium crystalline
Void (no 5’ run after 2.5’ Void)
Void
crystalline, few shale laminationsLimestone: gray, fine to medium
shale laminations supported in a grain matrix, manyLimestone: gray, fine grained, fossils
445.30
23.00 ft. Lt.
121+56.63
1007
447.00
5.00 ft. Lt.
121+65.00
1007B
453.60
23.00 ft. Rt.
121+73.37
1008
Elev.
Offset
Station
Hole No.
datum)
(NAVD 88
460
450
430
420
410
400
390
380
370
360
350
440
Profile Scale:
Vertical 1" = 10’
Horizontal not to scale
END BENT TWO
SUBSURFACE DATA
S-082-13
460
450
430
420
410
400
390
380
370
360
350
440
340
446.80
30.00 ft. Lt.
121+85.00
1007A
(388.10)
R
APPROXIMATE ROADWAY GRADE ELEV. = 473.91
340Datum
N=2
N=20
N=24
N=2
N=2
N=6
N=19
RQD RECKY
No weathered rock
Top of rock elev.= 388.50
Base of weathered rock elev.= 391.40
Top of rock elev.= 391.80
RQD RECKY
LIw%D50
(mm)
Qu(psf)
UU(psf)
A-6(13),CL,S+C=87(67+20)0.010 22 -0.15
A-6(14),CL,S+C=93(73+20)0.009 24 0.251639
A-6(11),CL,S+C=95(73+22)0.008 24 0.21
A-4(8),CL,S+C=89(68+21)0.009 26 0.491248
, A-4(7),CL,S+C=80(59+21)0.012 27 0.74
A-2-6(0),GC,S+C=12(6+6)3.576 20 -0.07
A-2-6(0),SC,S+C=15(7+8)2.548 48 1.51
A-6(4),SC,S+C=50(26+24)0.077 50 2.38
421.306-15-15
390.00)
(Approx.
R
during drilling
broken auger
Driller noted
ITEM NUMBER
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
SH
EET L
OC
ATIO
N:
1/13/2016
Subsurface
4.dgn
J
M
Cra
wf
ord
&
Associates
US
ER
NA
ME:
FIL
E
NA
ME:
DA
TE:
E-S
HEET
NA
ME:
3-1077.00
16-SEPTEMBER-2015
E. BAILEY M. CARPENTER
WARREN
KY 234 DRAKES CREEK
SUBSURFACE DATA
GEOTECHNICAL BRANCH
S8
27398
Division of Structural Design