8'-0" WINGWALL,TYP.

CONCRETE DECK7" THK. CENTER

6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSE

w/ #4 @ 9" c-c LONGITUDINAL

CONCRETE DECK7" THK. CENTER

6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSE

w/ #4 @ 9" c-c LONGITUDINAL

60'-0"

28'-1012"

5" SCH 40 STL PIPE RAIL

W4x13 POST @ 7'-0" c-c TYP.

C10x20 RAIL BASE

9- W30x99 BRIDGE BEAMS @ 42" c-c

"X" BRACING @ 15'-0" c-c2- 4"x4"x3

8" ANGLE TYP. EA.6- 8" SCH 40 STLPIPE PILES FILL

WITH CONC.(DRIVEN TO REFUSAL)

8'-0" WINGWALL,TYP.

8'-0" WINGWALL,TYP.

8'-0" WINGWALL,TYP.

8'-0"

8'-0"

SEE F/S4BRIDGE ABUTMENTREINFORCEMENT DETAILSEE F/S4

BRIDGE ABUTMENTREINFORCEMENT DETAIL

STRUCTURAL FILL

A. ALL FILL SHALL HAVE A MAXIMUM PLASTICITY INDEX (PI) OF 20 OR LESS. THE MINIMUMPLASTICITY INDEX (PI) SHALL BE 5 OR GREATER. ALL FILL SHALL PLACED IN A MAXIMUM LIFTTHICKNESS OF SIX INCHES. EACH LIFT SHALL BE COMPACTED TO 95% OF STANDARD PROCTORDENSITY (ASTM D-698) AT A MOISTURE CONTENT OF -1% TO +3% AND SHALL BE FIELD TESTED INACCORDANCE WITH ASTM D-2922.

BUILDING CODE:1. THE INTERNATIONAL BUILDING CODE, 2012 EDITION.2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2010 EDITION.3. ASCE-7, MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES.

LOADS:1. DEAD LOAD = 110 PSF.2. DECK LIVE LOAD = 125 PSF.3. VEHICLE LOAD:

H-20 LOADING PER AASHTO = 25,000 lbs MAX. AXLE4. WIND LOAD: BASIC WIND SPEED

V-UTL = 121 MPH.V-ASD= 97 MPH.

WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE "C" HORIZONTAL LOAD = -22.38 PSF5. SEISMIC LOAD: SEISMIC USE GROUP: I SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS SDS = 0.065 SD1 = 0.0546. SUPPORT REACTIONS LOAD PER PILE / PIER (5- PILE / PIER EACH END):

HORIZONTAL = 0.63 Kips VERTICAL: RIGHT & LEFT DEAD- 21.86 Kips DEAD+LIVE 45.48 Kips DEAD+VEHICLE 68.97 Kips

ENGINEER'S APPROVAL.

MINIMUM UNLESS NOTED.

3. ALL BOLTS A 325 HIGH STRENGTH, WITH WASHERS AS REQUIRED,

2. ALL STRUCTURAL STEEL TO MEET ASTM A 36 - f'y = 36 KSI.

1. STRUCTURAL STEEL SHALL MEET THE LATEST AASHTO (AMERICAN ASSOCIATION

7. NO OPENINGS TO BE PLACED IN BEAM WEBS OR FLANGES WITHOUT

5. ALL FIELD AND SHOP CONNECTIONS TO HAVE 3/16" FILLET WELDS

4. WELDING SHALL CONFORM TO THE STANDARDS SET FORTH IN AWS

6. ALL FIELD WELDS TO BE WITH E70XX ELECTRODES.

ALL PIPES TO MEET ASTM A-53, GRADE B - f'y = 35 KSI. ALL TUBING TO MEET ASTM A 500, GRADE B - f'y = 46 KSI.

PUBLICATION, "WELDING IN BUILDING CONSTRUCTION".

of STATE HIGHWAY and TRANSPORTATION OFFICALS) SPECIFICATIONS FOR

NOTES:

MATERIALS.

I. GENERAL

A. ALL PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BEVERIFIED WITH THE STRUCTURAL DRAWINGS AND THE ENGINEER NOTIFIEDIF DISCREPANCIES EXIST.

B. ALL ITEMS OF WORK SHALL BE PERFORMED FOR A LUMP SUM PRICE. UNIT QUANTITYPRICE SHALL NOT BE USED.

C. ANY UNUSUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT TO THE ATTENTIONOF THE ENGINEER PRIOR TO CONCRETE PLACEMENT.

D. LOCATIONS OF CONCRETE CONSTRUCTION JOINTS NOT SHOWN SHALL BE APPROVEDBY THE ENGINEER PRIOR TO CONCRETE PLACEMENT.

E. UNLESS OTHERWISE NOTED ALL ITEMS SHALL CONFORM TO THE TEXAS DEPARTMENTOF TRANSPORTATION'S (TxDOT) "STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCEOF HIGHWAYS, STREETS, AND BRIDGES" ADOPTED JUNE 1, 2004.

2. PILING

A. ALL PILING SHALL BE AS SHOWN ON THE PLANS AND AS SPECIFIED BYTxDOT ITEM 407 - STEEL PIPING.

B. THE PILING SHALL BE DRIVEN AS SPECIFIED BY TxDOT ITEM 404 - PILE DRIVING.THE MINIMUM LENGTH SHALL BE AS SHOWN ON PLANS, THE PILES SHALL BE DRIVENTO A GREATER DEPTH IF REQUIRED TO OBTAIN THE REQUIRED BEARING CAPACITY.THE MINIMUM BEARING CAPACITY OF THE PILES SHALL BE AS FOLLOW: ABUTMENTS #1 & #2 - 35 TONS EACH WING WALLS - 22.6 TONS EACH

3. STEEL STRUCTURES

A. THE STEEL STRUCTURE SHALL BE AS SHOWN ON THE PLANS AND AS SPECIFIED BYTxDOT ITEM 441 - STEEL STRUCTURES.

B. THE METAL FOR THE STRUCTURE SHALL BE AS SPECIFIED BY TxDOT ITEM 442 -METAL FOR STRUCTURES.

C. BEAM CAMBER - 2 INCHES59'-2"9- W30x99 BRIDGE BEAMS @ 42" c-c

5" SCH 40 STL PIPE RAILW4x13 POST @ 6'-11

2" c-c TYP.

"X" BRACING @ 15'-0" c-c2- 4"x4"x3

8" ANGLE TYP. EA.

C10x20 RAIL BASE

W14x43 ABUTMENT BEAMw/ 12" GUSSETS @ EA. BEAM 5- 8" SCH 40 STL PIPE PILES

FILL WITH CONC.

W30x99

1/2" THK. STEELPLATE END CAP

TYP. @ EA. BEAMBOTH ENDS

W14x43 ABUTMENT BEAMw/ 12" GUSSETS @ EA. BEAM

30'-0

" MIN

. ( D

RIV

EN T

O R

EFU

SAL)

CONCRETE DECK7" THK. CENTER6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSEw/ #4 @ 9" c-c LONGITUDINAL

60'-0"

2'-2"

6"

2'-2"

6"

SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

10-22-19

DOCUMENT WAS AUTHORIZED BYPAUL E. MALEK, P.E. 82860 ONOCTOBER 22, 2019.

THE SEAL APPEARING ON THIS

14'-0" 4'-0" 14'-0" to 30'-0" 4'-0"

kips kipstons

FRONT REARTRUCKAXLE TANDEMRATING

kips kips

REARTANDEM

kips

TOTAL TRUCK &TRAILER WEIGHT

lb

8.0 25.00H-20 25.00 25.00 25.00 108,000

TOTAL TRUCK &TRAILER WEIGHT

108,000

6'-0"

6 60SW660 S W

6" 7"

9- W30x99 BRIDGE BEAMS8 SPC. @ 3'-6" = 28'-0"

28'-10 1/2"

6 60SW660 S W

6" 7"

5" SCH 40 STL PIPE RAIL

W4x13 POST @ 7'-0" c-c

C10x20 RAIL BASE"X" BRACING2- 4"x4"x3

8" ANGLE

28'-0"CONCRETE DECK7" THK. CENTER6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSEw/ #4 @ 9" c-c LONGITUDINAL

W14x43 ABUTMENT BEAM

5- 8" SCH 40 STL PIPE PILES4 SPC @ 6'-3" = 25'-0"

12" GUSSETS TYP.

CONCRETE DECK7" THK. CENTER6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSEw/ #4 @ 9" c-c LONGITUDINAL

"X" BRACING2- 4"x4"x3

8" ANGLE#6 DOWEL x 18" LONGWELDED TO CHANNEL@ 18" c-c

1" Dia. x 412" STUDS @ 18" c-c

STAGGERED, WELD TO BEAM 112" x 24ga GALV. DECKING

W30x991" Dia. x 41

2" STUDS @ 18" c-cSTAGGERED, WELD TO BEAM

112" x 24ga GALV. DECKING

28'-0"

6 60SW660 S W

5" SCH 40 STL PIPE RAIL

W4x13 POST @ 7'-0" c-c

CONCRETE DECK7" THK. CENTER6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSEw/ #4 @ 9" c-c LONGITUDINALC10x20 RAIL BASE

28'-0"

2'-2

"

9- W30x99 BRIDGE BEAMS8 SPC. @ 3'-6" = 28'-0"

28'-10 1/2"

SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

10-22-19

DOCUMENT WAS AUTHORIZED BYPAUL E. MALEK, P.E. 82860 ONOCTOBER 22, 2019.

THE SEAL APPEARING ON THIS

#4's @ 9" c-c HORIZ. EA. FACE

#6's @ 12" c-c VERT. EA. FACE

W14x43 ABUTMENT CAP MIN.

9- W30x99 BEAMS @ 42" c-c

#6x 60" LONG @ 12" c-c EA. FACE#6x 60" LONG @ 12" c-c EA. FACE

ALLOWABLECONST. JT.

ALLOWABLECONST. JT.

6 60SW660 S W

6" 7"

5" SCH 40 STL PIPE RAIL

W4x13 POST @ 6'-3" c-c

C10x20 RAIL BASE"X" BRACING2- 4"x4"x3

8" ANGLE

28'-0"

CONCRETE DECK7" THK. CENTER6" THK. EDGEw/ #6 @ 9" c-c TRANSVERSEw/ #4 @ 9" c-c LONGITUDINAL

5- 8" SCH 40 STL PIPE PILES4 SPC @ 6'-3" = 25'-0"

12" GUSSETS TYP.

2'-2

"

1'-0"

1'-0

"

1'-0

" TO

3'-0

"

3'-0"

4'-0"

4"x4"x38" ANGLE CONT.

2"x2"x14" ANGLE @ 36" c-c

TOP MAT 8" ocew

#4 @ 9" c-c HORIZ. EA. SIDE

#6 @ 12" c-c VERT. EA. FACE

#6 @ 9" c-c

#4 @ 9" c-c LINE OF WATER

8" Dia. PILINGw/ 316" WALL MIN.

1'-4"

CONSTRUCTION JOINT

3'-0"1'-4"1'-8"

1'-6"

VA

RIE

S

PROPOSED ROAD(BY OTHERS)

ALIGN

ALIGN

#4 @ 9" c-c HORIZ. E.F.

#6 @ 12" c-c VERT. E.F.

2- #6 CONT. @ TOP

TOP OF WINGWALL ELEVATIONVARIES TO MATCH EXISTING SLOPE

1'-0

"

#6 @ 9" c-c

#4 @ 9" c-c

#4 @ 9" c-c HORIZ. EA. SIDE

#6 @ 12" c-c VERT. EA. FACE

1/2"

COMPACT TO 95%STANDARD DENSITY

(BY OTHERS) W30x99

HAMMER DROP HEIGHT (ft)6 7 8 9 10 11 12 13 14

(MINIMUM DROP HEIGHT - 5'-6")

PILE

BEA

RIN

G C

APA

CIT

Y (t

on)

010

2030

4050

6070

80

2- BLOWS PER INCH

3- BLOWS PER INCH4- BLOWS PER INCH

5- BLOWS PER IN

CH

6- BLOWS PER IN

CH8- BLOW

S

PER INCH

PILE BEARING CHART-TxDOT ITEM- 404 (DRIVING PILING

DROP HAMMER WEIGHT- 4680 lbsMINIMUM DROP HEIGHT- 5'-6"MAXIMUM DROP HEIGHT- 14'-6"

THE PENETRATION SHALL NOT EXCEED 12" PER BLOWFOR THE LAST 40 BLOWS (WITHOUT INCREASING).

DRIVEN TO REFUSAL WOULD BEMORE THAN 6- BLOWS PER INCH w/ 7.5' DROP.

DRIVEN TO REFUSAL

SCALE: 3/8"=1'-0"

SCALE: 3/8"=1'-0"

10-22-19

DOCUMENT WAS AUTHORIZED BYPAUL E. MALEK, P.E. 82860 ONOCTOBER 22, 2019.

THE SEAL APPEARING ON THIS