24-sr193-1148...2019/11/19 · sep o 4 2018 form bir 3.2 (rev. 9-22-98) bridge location no. 24 -...

FAYETTE COUNTY

24-SR193-1148 Federal ID: 24015420001 Road Name: SR193 Crossing: BRANCH OVR/UND PASS: Road Name 2:

24015420001FED. BRIDGE NO.:

BRIDGE MAINTENANCE RECOMMENDATIONS

Tennessee Departmentof Transportation

FAYETTE24-SR193-11.48- 1 SPEC. CASE: 0

BRANCH

24

REPAIR LIST NO.:DATE ADDED:REVISED: 09/04/2018

N

COUNTY:LOCATION:CO. SEQ.:

CROSSING:

MAINT. DIST.:

27

20HIGHWAY SYSTEM:BRIDGE WIDTH (CURB TO CURB):BRIDGE WIDTH (OUT TO OUT):APPROACH ROADWAY (W/SHOULDERS):

MAINTAINED BY:MAIN SPAN MATERIAL:MAIN SPAN DESIGN TYPE:APPROACH SPAN MATERIAL:APPROACH SPAN DESIGN TYPE:

INSPECTION DATE: GENERAL CONDITION: FAIREVALUATION DATE: STRUCTURALLY DEFICIENT: NOPPRM PIN NUMBER:H TRUCK RATING @ INV.: 15 TONS SUFFICIENCY RATING: 68.9

STATE HIGHWAY AGENCYCONCRETE

CHANNEL BEAMOTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE

20371945

NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):

05-STP RURAL, STATEFT 0 IN

IN7FT21FT 10 IN

FACILITY CARRIED: FAS 193

09/04/201812/21/2016124285.00

SUGGESTED ROUTINE MAINTENANCE AND COMMENTS

CUT AND REMOVE VEGETATION FROM CHANNEL

APPROACH GUARDRAILS ARE NON-EXISTENT

BRIDGERAILS ARE SUBSTANDARD

GENERAL COMMENTS:

BRIDGE IS ON THE IMPROVE ACT. EARLIEST LETTING DATE IS CY 2020.

Page 1 of 1

STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION

24

SR193

0

1

11.48

Revised 09/10/2018

County:

Route:

Special Case:

County Sequence:

Log Mile:

A

P

99

99

9

8

7

6

5

4

3

GOOD CONDITION - SOME MINOR PROBLEMS.

VERY GOOD CONDITION - NOPROBLEMS NOTED.

EXCELLENT CONDITION

SATISFACTORY CONDITION - MINORDETERIORATION OF STRUCTURALELEMENTS.

FAIR CONDITION - ALL PRIMARYSTRUCTURAL ELEMENTS ARE SOUND BUTMAY HAVE MINOR SECTION LOSS,CRACKING, SPALLING OR SCOUR.

POOR CONDITION - ADVANCED SECTIONLOSS, DETERIORATION, SPALLING ORSCOUR.

SERIOUS CONDITION - LOSS OF SECTION,DETERIORATION, SPALLING OR SCOUR HAVESERIOUSLY AFFECTED PRIMARYSTRUCTURAL COMPONENTS. LOCALFAILURES ARE POSSIBLE. FATIGUE CRACKSIN STEEL OR SHEAR CRACKS IN CONCRETEMAY BE PRESENT.

K P

STRC OPEN/CLOSED/POSTED

TRAFFIC SAFETY FEATURES

MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)

MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)

Trans. Appr. Rail Terminal SPEED LIMIT0 0 0 70

FT. IN.

FT. IN.

FT. IN.

FT. IN.

41

36

10

520

Br. Rail0

2

1 "IMMINENT" FAILURE CONDITION - MAJORDETERIORATION OR SECTION LOSSPRESENT IN CRITICAL STRUCTURALCOMPONENTS OR OBVIOUS VERTICAL ORHORIZONTAL MOVEMENT AFFECTINGSTRUCTURAL STABILITY. BRIDGE ISCLOSED TO TRAFFIC BUT CORRECTIVE

CRITICAL CONDITION - ADVANCEDDETERIORATION OF PRIMARY STRUCTURALELEMENTS. FATIGUE CRACKS IN STEEL ORSHEAR CRACKS IN CONCRETE MAY BEPRESENT OR SCOUR MAY HAVE REMOVEDSUBSTRUCTURE SUPPORT. UNLESSCLOSELY MONITORED IT MAY BENECESSARY TO CLOSE THE BRIDGE UNTILCORRECTIVE ACTION IS TAKEN.

Bridge Number:(Includes Item 5A)

Feature Intersected:

Evaluation Status:

99

99

N NOT APPLICABLE/ /

ITEM # DESCRIPTION CONDITION CODING GUIDELINES(Values for Coding Items 58, 59, 60 and 62)

90 LAST INSPECTION DATE

Bridge ConditionCoding Form

240154200011

BRANCH

NO CHANGE BUT STILL EVALUATE

CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE

09/04/2018EARLIEST DATE OF NEXTREGULAR INSPECTION

07/05/2020

/ /REVIEW DATETEAM LEADER SIGNATURE

DECK 6

58

7

SUPERSTRUCTURE59

6

SUBSTRUCTURE60

6

N

CHANL/CHANL PROTECTION

CULVERT AND RETAIN WALL

61

62

5WATERWAY ADEQUACY

71

8

521

OVERALL CONDITION

FAIR

72 APPROACH RDWY ALIGNMENT

17 LONGITUDE

0

ACTION MAY PUT IT BACK IN LIGHT SERVICE.

FAILED CONDITION - OUT OF SERVICE ANDBEYOND CORRECTIVE ACTION.

16 LATITUDE

35N

W 89

9.3067 27.0983' '

JJ05571

Oval

Bridge Loc. No: 24‐SR193‐11.48 Date: 09‐04‐18

BRIDGE NUMBER

APPROACH 1 WEIGHT LIMIT SIGN 40T 40T


LOOKING AHEAD ON ROUTE

VIEW ACROSS TOP OF DECK


LOOKING BACK ON ROUTE

APPROACH 2 WEIGHT LIMIT SIGN 40T 40T


SPAN 2 BOTTOM DECK

SPAN 1 BOTTOM DECK


BENT 1 FRONT SIDE

ABUTMENT 2


SPAN 1 BOTTOM DECK

ABUTMENT 1

SEP O 4 2018

BRIDGE INSPECTION REPORT Form BIR 3.0 (Rev. 9-22-98)

DT-0069

Field Report No.: __ Date: r/r/18 c\-zq - Ilg Previous Report No.: 7.3 Date:

Co. Seq Q1 Plans: YES ( ) NO ( )

Bridge No. 24015420001 Bridge Location No. 24 - SR193 - 1148 Eleven Digit No. Co. Route Log Mile OVER/UNDER PASS

BRANCH Road Name Feature Intersected CITY

Year Constructed 1965 County Fayette Maint. Dist: 49 Maint.Resp: 02 ---~------------Year Widened Year Rehabilitated

Structure Name (If Named)

FEATURES

Wearing Surface Concrete ( ) Timber ( ) Asphalt ('jv Depth 3" (in.)

Flared Width Yes ( ) No (YJ Median Width Open ( ) None (y) Closed ( )

Navigational Control Yes ( ) No ()0 Bridge Skew 45L O LT ( ) RT ( )

Structure Type (Main Span) P. C. C. S. -----------------Structure Type (Appr.Spans). ·-----------------No. Main Spans 2 No. Approach Spans --- ---Maximum Span Length 19.0 (**.* ft.) -----Total Length 38.0 (**.* ft.)

WIDTHS (*.* ft.) CLEARANCES

INSPECTORS

1. l.. U:JJJ es Z-L-2. brr"?/ 3. ]ho M/1:S

4. //Ar/6 5. G//11.s~:e.,, 6. Wood 7. ------8.

Deck Out-to-Out 22.0 Min. Vertical Clearance over Deck (ft.-in.) --------- ----Ro ad way Curb/Curb 21.0 Min. Vertical Under Clearance (ft.-in.) -------Roadway Rail/Rail Min. Lateral Under Clearance Rt. (*.* ft.) --------Side w a I k Rt.____ Lt. ___ _ Min. Lateral Under Clearance Lt. (*.* ft.)

*Approach Roadway 17.0 FRACTURE CRITICAL: ---*(Does Not Include Shoulders) (If Yes, Include BIR 3.9)

Approach Shoulder Rt. 4.0 Lt. 4.0 NBIS Bridge Length (<25 ft.) (ft.-in.) -----

UNDERWATER INSPECTION To Be Performed By: ___________ Date

DOT FIELD TEAM ( ) CONTRACT DIVERS ( ) NONE REQUIRED()()

Change in Structural Condition: Yes ( ) No{)() Major Repairs Made: Yes ( ) No~

COMMENTS:

LATITUDE: N35 ° 9.3066

LONGITUDE: W89 ° 27.0983 ' BRIDGE RATING: G.P.S. Location

GOOD

<)<J FAIR POOR CRITICAL

Supervising Bridge Inspector:

SEP O 4 2018

Form BIR 3.1 (Rev. 9-22-98) DT-0080

Bridge Location No. ----------24 - SR193 - 1148 Co. Route Log Mile

Date 't/ f(/ 8

PERFORMANCE EVALUATION

Time of Day Inspected /f):S-J..IJ1t<l Weather Conditions cf-eat Zf0

Vehicles Observed JO J.r/111 If/ Tfl,q,,pj:: IC

LIVE LOAD BEHAVIOR

Substructure YES NO Comments

Horiz./ Vert. Defl. ( )' (X) Vibration ( ) O()

Superstructure

Horiz:/ Vert. Defl. ( ) <X) . Vibration ( ) (~!

APPROACH Rating Comments

Alignment. @F p C Slab G F p C tfl/14 Joints G F p C '] Pavement G@ p C lie /d!!.f,;6. . 1-Lhe ~ I l. "fCrll.cllciU.

~F / ,,,

Embankment p C

Drairis G F p C ~111 TRAFFIC SAFETY FEATURES

Rating STANDARD/ SUB-STANDARD Comments

Bridgerailing G (D p C

Transitions G F p C

Guardrail G F p C

Guardrail Terminal G F p C

( ) (X) ( ) ( ) #t ) (

) ( )

SIGNING

Paddleboards

YES NO NEEDED Weight Limit Posted

Vertical Clearance (<14'-6")

NARROW ( )

ONE LANE BRIDGE ( )

Other Signs or Plaques:

Comments Regarding any Problems with Signing:

(

(

(

(

) ()() (

) (X) (

) (X') (

) ( X) (

) YES(>() NO ( )

) Gross .............. to ) 2Axle ............... 'ID ) 3 or more Axles ..

Tons

Tons

Tons

' '

SEP O 4 2018 Form BIR 3.2 (Rev. 9-22-98) Bridge Location No. 24 - SR193 - 1148 Date 9/t/Jfl DT-0081 Co. Route Log Mile

DECK Rating Comments

Wearing Surf ace Gtp p C Deck - Structural G (VP C

Condition Curbs G(E)P C Median G F p C Sidewalks G F p C Parapet G F p C Railing i f()sf (9) F p C

I

Paint G F p C

Drains G F p C AIZ'n Lighting Standards G F p C

Utilities G F p C

Joint Leakage G F p C

Expansion Joints G F p C

SUPERSTRUCTURE Bearing Devices G F p C Beams G F p C

Girders G F p C

PCCS G@P C

BOLTS (PCCS) @ F p C

Floor Beams G F p C

Stringers G F p C

Diaphragms G F p C

Bracing G F p C

Trusses - General G F p C Portals G F p C

Bracing G F p C

Paint G F p C

Alignment of Members e) F p C

TEXTURE COAT Condition Rating G ~i Fading G F p C

Overall Appearance G Needs Spot Painting YE5//JlJ ) Staining Rating G Needs Repainting YE ) . Nb ( )

Comments Scaling J'lc F P C

RECOMMENDATIONS: CLEAN : A,l OINTS ( )

CLEAN DRAINS ( )

Form BIR 3.3 (Rev. 9-22-98) DT-0082

Bridge Location No.

SUBSTRUCTURE

ABUTMENTS

Caps Breastwall Wings Backwall Plumb Footing Piles Embankment Beaci.l:Jg tefwq I/

Rating

G @p C G© p C G (£) p C G F p C @F p C G F P C G Ct) p C

@F p C

G® p C

G F ~ C ~ing _!!} Rip Rap clPF p C

Earthquake Devices G F p C

PIERS

Caps G F p C Columns G F p C Plumb G F p C Footings G F p C Piles G F p C

Bearing G F p C

Web G F p C


BENTS

Caps G@P C Columns G F p C Plumb ~F p C Footings G F p C Piles G CE) p C Bearing G F p C Bracing G F p C


Piles Need Replacement:

CUT VEGETATION

CLEAR DRIFT RECOMMENDATIONS:

24 - SR193 - 1148 ----------Co. Route Log Mile

Comments

SEP O 4 2018

Date Jj'!pg PILES TO BE REPLACED

PILE(S) ABUTMENT

PILE(S) PIER

PILE(S) BENT

NO(X) YES( )--~---'-

NO ( ) YES (;() &-~!JJ NO ( ~) YES ( )

Form BIR 3.8 (Rev. 9-22-98) DT-1508

Bridge Location No. 24 - SR193 - 1148 Co. Route Log Mile

STREAM CHANNEL DATA AND CONDITIONS

Stream Crossing: BRANCH

SEP O 4 2018

Date

-----::------------------------1. 1. Type of bed material?_J-=--trN_,____o---'-, --=S~, _· L;....,J......_ __________ _

2. Has channel shifted? YES ( ) NO ( ) NOT APPARENT 1-fr 3. Condition of rip-rap? G ®p C Est. % failed

4. Overall condition of channel? G@P C

5. Item 61 - Code values O thru 9 according to the recording / and coding guide currently in effect: ~

% N/A ( ) ---

------6. Underwater diver inspection recommended? YES ( ) NO W

If yes, why? ---------------------------11. Channel and bank stability conditions: (check if applicable)

1. Steep bank conditions: - Failures upstream 1 ( ) Failures downstream ( )

2. Moderate bank erosion yf 3. Bank vegetation: a. low growth ( ) b. large timber (f), c. clear banks ( )

d. dead trees upstream ~ e. dead trees downstream ' kr 4. Sediment or gravel accumulation: YES ()( NO ( ) UNKNOWN ( )

5. Channel altered or straightened: YES ( ) NOV} UNKNOWN ( )

6. Stable conditions: a. live growth ~ b. bedrock ( ) c. boulders { ) d. flat slopes ( <=2: 1) ( )

Ill. Waterway adequacy and debris characteristics: (check if applicable

1. Bridge deck elevations:

a. level with approach roadway ...................... yf b. higher than approach roadway. . . . . . . . . . . . . . . . . . . . ( ) c. roadway approach >= 2 ft. above natural ground line. . 0

2. Abutment encroaches into channel. . . . . . . . . . . . . . . . . . . ( )

3. Large scour (blowhole) under bridge. . . . . . . . . . . . . . . . . . ( )

4. lndica.t tpi ns that flood waters overtop bridge: NO-V)\ YES ( ) OCASSIONALLY ( ) FREQUENTLY ( ) UNKNOWN ( )

5. Debris characteristics: J/ a. debris/drift present YES V)\ NO ( )

b. debris/drift likely to accum~l~e YES 0 NO ( ) c. dead trees upstream .J{(' dead trees downstream ~/

IV. Comments: ___________________________ _

SPECIAL INSPECTION DATA-FOR REASONS OTHER THAN FC OR SCOUR

I. Does this bridge need a special inspection? YES ( ) NO JX II. Reason for special inspection:

Inspection Team's Summary Bridge Location No. Inspection Date

Bridge Rating

LEONARD JONES CROSS SECTION: YES (X) NO () BRM: YES (X) NO () NO CHANGE

09-04 -18

FAIR

24 - 11.48 SR193 -

THIS IS A 2 SPAN P.C.C.S. BRIDGE IN FAIR CONDITION SUBSTRUCTURE IS TIMBER TRAFFIC SAFETY FEATURES CONSIST OF METAL BRIDGE RAILS A/C APPROACH PAVEMENT HAS A/C PATCH AREAS & UPTO 1/8” CRACKS A/C WEARING SURFACE HAS FINE CRACKS P.C.C.S. HAS SPALLING, DELAMINATION & FINE CRACKS WITH EFFLORESCENCE STAINS SUBSTRUCTURE HAS MINOR DECAY, LIGHT TO MEDIUM DECAY & SPLINTERED AREAS VEGETATION IS HEAVY IN GENERAL APPROACH # 1 & 2 WEIGHT LIMIT IS POSTED @ 40 TONS 40 TONS

INSPECTOR

GROUND ELEVATIONS

~j A/ Jc,_,

r/1/fe

24015420001

24-SR193-11.48

BRANCH

2

19,38

100 103.8

FEDERAL NUMBER-------

BRIDGE NO. -------------

CROSSING -----------

NUMBER OF PIERS --------

LOCATION OF PIERS ------

BENCH MARK ELEV. ----

BENCH MARK LOC. ---

WATER ELEVATION-------

RT. END ABUT. 1 CAP

DRY

DISTANCE OF 0.00 = TOP OF BANK APPROACH 1 SIDE

DISTANCE AND ELEVATIONS ARE IN STANDARD MEASUREMENl

UPSTREAM GROUND ELEVATION@EDGE OF BRIDGE

10/20/1999 Distance from B.M.

0 2 19 23 30 36 38

Elevation 100:9 96.9 94.5 93.3 92.5 96.6 100.9

DATE:

SEP O 4 2018

10/20/1999 N/C AS OF 01-20-09

INSPECTORS SCOTT'S CREW

L -:fd11 ~ cJ.ew

BRIDGE NO. --------------24-SR193~11.48

DOWNSTREAM GROUND ELEVATION@ EDGE OF BRIDGE

10/20/1999 Distance from 8.M.

0 2 9· 19 36 38

Elevation 100.7 98.2 93.2 93.8 95.4 101.2

SEP O 4 2018

DATE: 10/20/1999

co

-- C)

C

'J

oe.::J"I

0 c... L

i.I' .V":>

102

101

100

99

98 -z 0 j:: <

( 97

>

w

...J w

96

95

94

93

92 0 5

10

24015420001 UP

ST

RE

AM

D.L

.

15 20

DIS

TA

NC

E F

RO

M B

.M.

25 30

35 40 1--+-

1012011999 )

N/C

01/20/2009

100

99

98 z 0 j::

~ 97

w

...J w

96

95

94

93

92 0 5

24015420001 DO

WN

ST

RE

AM

D.L

.

10 15

20 25

DIS

TA

NC

E F

RO

M B

.M.

30 35

40

l-+-10/20/1999_1

N/C

01/20/2009

BridgeNo.df (9_3 II.,';< Skew L/-.5 RT.

ILJ LJ

Fl Fl I I

DOR..,

ELEMENT RATING COMMENT

TOP DECK GeP>P C h/16 e/l.aC£!

CURBS G{].) P C .See(/)

RAIL&POST @FPC

PAINT GFPC tv/ #

DRAINS GFPC

JOINT GFPC

SEP O 4 2MfT SPAN.NO.___,__/_

Fl

SEP O 4 2018

BR. NO~ 2.4 I 9 :_:, ! I ~S <:,

SK. "r,:$ LT. SPAN NO~ ~-

1--- -[

I I - I 1--1 \

® i--I I I I

I --- (lj ---

I -_I

I I I __ I -I

- _I I. D - -

I

t I ,- -(

I I I ~ I

I : ) I I l I I cd> b

I i -

I I I (

@: I ~~ I /- _, I ;--

I

<e - _I

ELEMENT RATlliG COI-!HE:NT

BOTTOH DEC~------ G F PC

SLAB A GIPC B G PC C G PC D ·- G - P-C E ~i~ g F

BOLTS @F PC

j

BridgeNo.~if: /93 J/.'fR Skewlf:S RT.

I' I u I I

u

SEP O 4 Wlf SPAN.NO. :t.._

-~-. ~\ -If+.- - -/----' I

Fl Fl Fl I, I I I I 11

DOR_,

ELEMENT RATING COMMENT i I

G~P C (-t11 e e-11.a U:> I

TOP DECK

CURBS ('.g>F PC

RAIL&POST (Q)F P C

PAINT GFPC II

DRAINS GFPC

JOINT GFPC

SEP O 4 2018

BR. NO~ 2 4-· / ?3 / J.4,~?: SK. :r5""LT. SPAN No: --

I'- -It ~ >;9,1.- !{ / '/v"-o/ 6 l!w j '') (l~

6) :$(>,,__tt &;. { J,~ /''J..eep

I I I

I I I ~ _j

A B

, / . ' j 7l er i ;2._ 1

. O"-J . fi ' /;

1 fi u ,.C,' '- ,' -,,_ ,t/({,,(I

/. ________ --- ----------- ---- - -

ElEBENT Rfl.TlliG COHMENT

G F PC

SLAB A G PG B G p C C G PC D .. G P-C E G p C F G . p C

BOLTS (9F PC

/

SEP O 4 2018

Rev. 08/03/00

Date: ------BRIDGE NUMBER: 24015420001 24 SR193 1148 CROSSING: BRANCH Pg.# __ of __ _

DATE TOTAL HEIGHT TOP OF CAP TO -

LAST PIER (OR GROUND LINE/ FOOTING TOP OF CAP TO EXPOSURE ABUT/BENT/ (t) W/FTG@H-

EXPOSURE NUMBER DATE FOR PILES THICKNESS TOP OF FOOTING

7.o' IJ- f 7~·

7,1..' B-1 J,L./ /

Lo, z« fl-;) (_p ,;; I

-?:

'

,

TOP OF CAP TO TOP OF WATER: RIP-RAP: YES: ~ NO: ( )

100.00' UPSTREAM: @ ABUTMENTS: ~

@ BENTS/PIERS: ------------THRU STRUCTURE:

UPSTREAM D ---100.00' DOWNSTREAM:

DOWNSTREAM -o __ THRU STRUCTURE D ---

COMMENTS:

,,c { ~ -~ •.

. ,.

SEP O 4 2018 BRIDGE NO. ABUT. NO. I

f

r I I

f I /\ I !

·2;2' -- --

I _l

"'LI I ,:f rn t .• ~ 1 1 •' .i /~ . -' 1 r

i;.~' ':it , r-t j3, ;;-

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p ,,,, B ,_ A··'. ' . """' --·-· ----- r, I I -

wt/ \.LJ /eF-;::r-l// w _N / "'- J ./ R ,, -,- - / -- ; /

,. /' ~ ;,,,,., . .r - .,.,.. ,., .... -- ~ ;/·:~· /--;--:-;;,--/ - --- ----

~EMENT RATING COMMENT

'\.P.

ZEASTWALL·-- G &p·--c- --------- - . --- --- -- ----- --------.

[NGS G g) P C

[LING A G.,® P C B G t, P C C Gffi'PC D G(})PC E G ©PC

1BANKMENT· G F PC

CP RAP

~G.

G F P C

G F vc (j

/V/V

l:ewp~

.. . :

.·. . · .... ~~~ --

i .. ,-:-

r, .... ~ .. ~-:~:-~~:-- •' .. ·

',, ''

'· }~;'~-~t~,' . ·•/:

i

SEP O 4 2018 BRIDGE NO . ,,2 4-· ) rA C:,

j ';rf- <;.; BENT NO. _I_

g J

C.ll~P GCVP C VII\~ ~ \~\ ,;,_\'\{\ -' ._\~.JJ;-e, i\..~ .. ~~

PILING A~~ G®p C VfvJ 'w e.4'l~,: ILJ I~

C G0P C (D ~ ec0-y (·14 xf t,J V 2 rlD

{:_ G F P C ® 5phf\{~~\J ':z~;-'tf Y 5 rt!,)~ L ''b G F P C

BRACES G F P C J/tf,

...

BRIDGE NO. 2.4- I 9 3

r

I

~LEMENT RATING

:AP. G©P C BREAS-TWALL· - -· c(b-p--c-

;.JINGS

PILING A B C D E

EMBANKMENT·

RIP RAP

VEG.

G {f)P C

G-'11 p C G r C G F P C G Fi p C G B p C

frc--. p C 'G F \'-.. /

,j G"'-..F '----"'

p C

G FZ)C

" ~

ABUT. NO.

cV·\ -- - r - - ---\V

LOOKING

( -

COMMENT

SEP" 0 4 2018 ,, ,,

.•-:.~:-

··.·.

' -:•I . - '

[ .......... .-:·.:{:,~~. · .•.. ·

:.:...::::::=:

I I

24015420001 24 SR193 1148 BRIDGE NO.: CO. ROUTE L.M. L/R

SKEW: 45L

No. of Spans: i

No. of Approach Spans:

Direction of Route

PLAN VIEW

F=FIXED REQUIRED DATA 1.

E = EXP ANSI ON

2. S = SIMPLE

C = CONTINUOUS

38.0

I <E-------->

-------~ I

I <-------~ I

ABUT #1

19.0

T 19.0

ABUT #2

SEP O 4 2018

24-sr193-1148...2019/11/19 · sep o 4 2018 form bir 3.2 (rev. 9-22-98) bridge location no. 24 -...

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