Warren County FD52 114 0234 009-010 BRO 5073 (001) … OF STRUCTURAL DESIGN SUMMARY OF BRIDGE DESIGN DATA ABUTS BRO 5073 ... Pile Points 14" 9,630.00 ... CloseOut Prelim.xls 1/13/2016

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


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


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.



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


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.



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


WARREN

KY 234 DRAKES CREEK

SUBSURFACE DATA

GEOTECHNICAL BRANCH

S5

27398


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


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’


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


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.



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


WARREN

KY 234 DRAKES CREEK

SUBSURFACE DATA

GEOTECHNICAL BRANCH

S6

27398


Overburden

Limestone: gray, medium to coarse crystalline, pitted at baseVoidLimestone: gray, medium crystalline

Limestone: gray, medium crystallineVoid

Void

Void


Limestone: gray, fine grained, shale laminations, fossils


Void


0 100

84 90

20 22

51 54

26 26


Overburden

69 79

96 100

90 90



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’


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


Base of weathered rock elev.= 391.40


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.



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


WARREN

KY 234 DRAKES CREEK

SUBSURFACE DATA

GEOTECHNICAL BRANCH

S8

27398


Documents

Warren County FD52 114 0234 009-010 BRO 5073 (001) … OF STRUCTURAL DESIGN SUMMARY OF BRIDGE DESIGN DATA ABUTS BRO 5073 ... Pile Points 14" 9,630.00 ... CloseOut Prelim.xls 1/13/2016