38-sr001-0213...2019/11/19 · gvp c deck - structural g(9p c condition curbs g~ c median g f p c...

HAYWOOD COUNTY

38-SR001-0213 Federal ID: 38SR0010001 Road Name: HWY 79 Crossing: MUDDY CREEK OVR/UND PASS: Road Name 2:

38SR0010001FED. BRIDGE NO.:

BRIDGE MAINTENANCE RECOMMENDATIONS

Tennessee Departmentof Transportation

HAYWOOD38-SR001-02.13- 1 SPEC. CASE: 0

MUDDY CREEK

38

REPAIR LIST NO.:DATE ADDED: 09/23/1999REVISED: 10/31/2017

2

COUNTY:LOCATION:CO. SEQ.:

CROSSING:

MAINT. DIST.:

31

28HIGHWAY 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: POOREVALUATION DATE: STRUCTURALLY DEFICIENT: YESPPRM PIN NUMBER:H TRUCK RATING @ INV.: 20 TONS SUFFICIENCY RATING: 48.2

STATE HIGHWAY AGENCYCONCRETETEE BEAM

OTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE

20653390

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

05-STP RURAL, STATEFT 2 IN

IN5FT34FT 2 IN

FACILITY CARRIED: FAP 1

10/31/201712/28/2015

SUGGESTED ROUTINE MAINTENANCE AND COMMENTSREPAIR CONCRETE GIRDER " C & G " IN SPAN NO.2CLEAN AND PAINT ALL STRUCTURAL STEELREPAIR STEEL BEAM "A, B, H & I" IN SPAN NO.1REPAIR STEEL BEAM "B & H" IN SPAN NO.2CLEAR DRAINSCUT AND REMOVE VEGETATION FROM CHANNELBRIDGERAILS ARE SUBSTANDARD

GENERAL COMMENTS:

Page 1 of 1

STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION

38

SR001

0

1

2.13

Revised 11/01/2017

County:

Route:

Special Case:

County Sequence:

Log Mile:

A

A

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 1 1 55

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

38SR00100011

MUDDY CREEK

OTHER ITEM(S) HAVE BEEN CHANGED

CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE

10/31/2017EARLIEST DATE OF NEXTREGULAR INSPECTION

09/01/2019

/ /REVIEW DATETEAM LEADER SIGNATURE

DECK 5

58

4

SUPERSTRUCTURE59

5

SUBSTRUCTURE60

6

N

CHANL/CHANL PROTECTION

CULVERT AND RETAIN WALL

61

62

6WATERWAY ADEQUACY

71

8

521

OVERALL CONDITION

POOR

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

27.0317 26.3283' '

jj05571Oval

Bridge Loc. No: 38‐SR001‐02.13 Date: 10‐31‐17

BRIDGE NUMBER

LOOKING AHEAD ON ROUTE


RIGHT SIDE UP STREAM

VIEW ACROSS TOP OF DECK


LEFT SIDE DOWN STREAM

LOOKING BACK ON ROUTE


LEFT ELEVATION DOWN STREAM

RIGHT ELEVATION UP STREAM


SPAN 1 BEAM "B"

SPAN 1 BEAM "A"


SPAN 2 BEAM "H"

SPAN 2 BEAM "B"


SPAN 2 BEAM "G"

SPAN 2 BEAM "H"


SPAN 1 BEAM "I"

SPAN 2 BEAM "C"


ABUTMENT 1

FRONT OF PIER


ABUTMENT 2

----- --------

----------------

-------

BRIDGE INSPECTION REPORT ('17'\ Form BIR 3.0 (Rev. 9-22-98)

Field Report No.:

Previous Report No.:

C;('t

~3

Date:

Date:

'~0'

IOfIJil7 \,;{ , =1 r;

DT-0069 Co. Seq ,01 Plans: YES ( ) NO ( )

Bridge No. 38SROOIOOOI Bridge Location No. 38 - SROOI - 0213 Eleven Digit No. . Co.. Route Log Mile OVER/UNDER PASS

HWY79 MUDDY CREEK Road Name Feature Intersected CITY

Year Constructed 1926----------------- Haywood Maint. Dist: 48 Maint.Resp: 02 Year Widened

Structure Name (If Named)

FEATURES

Wearing Surface Concrete ( ) Timber ( ) Asphalt ()O Depth 31/';" (in.) Flared Width Yes ( ) No Cf) Median Width Open ( ) None CfJ Closed ( ) Navigational Control Yes ( ) No ~ Bridge Skew ~ L T ( ) RT ( ).0

Structure Type (Main Span) C. D. G. & Steel I-Beam ------------------------~--------

Structure Type (Appr.Spans) ______________________________

No. Main Spans 2 No. Approach Spans

Maximum Span Length 33.0 (**.* ft.)

Total Length 65.0 (**.* ft.)

WIDTHS (*.* ft.)

Deck Out-to-Out 34.0

Roadway Curb/Curb 28.0---'------- Roadway Rail/Rail --------'---- Sidewalk Rt. Lt..

*Approach Roadway 24.0 *(Does Not Include Shoulders)

Approach Shoulder Rt. 4.0 Lt. 4.0

UNDERWATER INSPECTION ~~~~m~~:

CLEARANCES

Min. Vertical Clearance over Deck ----Min. Vertical Under Clearance (ft.-in.)

Min. Lateral Under Clearance Rt. (*.* ft.)

Min. Lateral Under Clearance Lt. (*.* ft.)

FRACTURE CRITICAL: ---- (If Yes, Include BIR 3.9)

NBIS Bridge Length «25 ft.)____(ft.-in.)

~~

INSPECTORS

1. L :J;11t?,j TL. 2. F1?-rrt 61 3. t-:i {J,t-.e~

4. L1Ht~

5. L h(fYYl'1 ",6 6.

7.

8.

. (ft.-in.)

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

Change in Structural Condition: Yes () No (;

.' ~:' :-; I' ~ .. ,Form BIR3.1 oJ J J. (Rev. 9-22-98) Bridge Location No. 38 - SR001 - 2.13 - Date 10/&/;1

/ IDT-0080 Co. Route Log Mile

PERFORMANCE EVALUATION o '" 'AJ. -Iy 60 (iTime of Day Inspected I : S 6' f M Weather Conditions W-t.rr"'(7t

----~~+----------------Vehicles Observed rlfF&Alllv / .TtGaF FJc, LIVE LOAD BEHAVIOR

YES NO CommentsSubstructure

Horiz.! Vert. Defl. ( ) ()

Form BIR 3.2

(Rev. 9-22-98) Bridge Location No. 38 - SR001 - 2.13 - Date /o/J/1/7

DT-0081 Co. Route Log Mile / 'I'

DECK Rating Comments

Wearing Surface GVP C

Deck - Structural

G(9P CCondition

Curbs G~ C

Median G F P C

Sidewalks G F P C

Parali>et G F P C

Railing.q. posf (9)F P C

Paint G FPC

Drains G F.(!VC

Lighting Standards G FPC

Utilities G F P C

Joint Leakage G F P C

Expansion Joints G F P C SUPERSTRUCTURE ·:Bearing Devices G FPC Beams ex Po G F @> C GfRh7hstl!. ~; IS H:r };ft;!fl ~f).B:f' r-I- (2#-Lf) Girders G F~ C .5pllil-# 2.... C.f ~ ~ 't,f)

G FPCPCCS

BOLTS (PCCS) G F P C

G F P C,Floor Beams

Stringers G F P C

Diaphragms @F P C

Bracing G F P C

Trusses - General G F P C

Portals G F P C

Bracing G FPC

Paint G F@C '3D ~. M :$.S, Yi..-c; t>t1J.sr.!pr~ 71 J

.........,Alignment of Members -- (§)F P C

TEXTURE COAT Condition Rating G FPC Fading G F P. C .r

Overall Appearance Needs Spot Painting YES~~~ )~P/fStaining Rating 'I Needs Repainting YES ( ) IW6 ( ) Comments Scaling Rating FPC ------------------------------------- G RECOMMENDATIONS: CLEAN SEAL JOINTS ( )

------------ CLEAN DRAINS ()I)(ott3)

Form BIR3.3 (Rev. 9-22-98) Bridge Location No. 38 - SR001 - 2.13 DT-0082 Co. Route Log Mile

SUBSTRUCTURE PILES TO BE REPLACED

ABUTMENTS Rating Comments PILE(S) ABUTMENT Caps Breastwall Wings

Backwall Plumb Footing Piles Embankment Bearing

Slope-Pavrng ~ Rip Rap

G F P C G~P C @ F P C Gi1€)P C

@?F P C G F P C G F P C

r61F P C G FPC G F

Form BIR 3.8 (Rev. 9-22-98) Bridge Location No. 38 - SR001 - 0213 DT-1508 Co. Route Log Mile

STREAM CHANNEL DATA AND CONDITIONS'

Stream Crossing: MUDDY CREEK

I. 1. Type of bed material? Cit/r/, '5 f II f!' &Ih/c! 2. Has channel shifted? YEi'

Inspection Team's Summary Bridge Location No. Inspection Date Bridge Rating

CROSS SECTION: YES (X) NO () BRM: YES (X) NO ()

10 - 31 - 17 POOR

38 - 02.13 SR001 -

THIS IS A 2 SPAN CONCRETE DECK GIRDER & STEEL I BEAM BRIDGE IN FAIR CONDITION SUBSTRUCTURE IS CONCRETE TRAFFIC SAFETY FEATURES CONSIST OF 4 PADDLE BOARDS, METAL APPROACH RAILS & METAL BRIDGE RAILS A/C APPROACH PAVEMENT HAS FINE TO ¼” CRACKS & PATCHED AREAS A/C WEARING SURFACE HAS FINE TO ¼” CRACKS & A HOLE BETWEEN SLABS BOTTOM DECK HAS FINE CRACKS WITH EFFLORESCENCE STAINS & SPALL TO STEEL AREAS SPAN # 1 STEEL I BEAMS “A, B, H & I” & SPAN # 2 STEEL I BEAMS “B & H” HAS HEAVY CORROSION & SECTION LOSS SPAN # 2 CONCRETE DECK GIRDERS “C & G” HAS SPALL TO STEEL AREAS PAINT IS 50% MISSING ON STEEL I BEAMS SUBSTRUCTURE HAS HAIRLINE CRACKS & SPALL AREAS VEGETATION IS HEAVY IN GENERAL NO PROBLEMS WITH SCOUR

LEONARD JONES

INSPECTOR

N/C

L::f AJ/~

GROUND ELEVATIONS /Old/lt

FEDERAL NUMBER ------- 38SR0010001

BRIDGE NO. ------------- 38 - SR001 - 2.13

CROSSING ----------- MUDDY CREEK

NUMBER OF PIERS -------- 1

LOCATION OF PIERS ------ 32

BENCH MARK ELEV. ---- 104.9

BENCH MARK LOC. --_. TOP CAP RT A-1

WATER ELEVATION ------

DISTANCE OF 0.00 =TOP OF BANK APPROACH 1 SIDE DISTANCE AND ELEVATIONS ARE IN STANDARD MEASUREMENT

UPSTREAM GROUND ELEVATION@ EDGE OF BRIDGE

8/14/2000 Distance from B.M. Elevation

OCT q 1 70'·-,v ..[ .. I

DATE: NIC 5/01108 8/14/2000

INSPECTORS

WILblAMS CREW

. -.J~pl7es' C-f2.-e0

o 4 22 32 36 51 61 65

99.1 93

91.2 87.4 86.8 93.5 93.2 98.9

38S

R00

1000

1 U

PS

TR

EA

M D

RIP

LIN

E

100 98

96

z 94

a

i --+

-~/1

4/20

00 I

. ~ w ...J

N/C

5/0

1/08

w

92

90

88

86 o

10

20

30

40

50

60

70

015T

AN

CE

FR

OM

B.M

.

OCT 312017

BRIDGE NO. -------------- 38 - SR001 -.2.13 DATE: N/C 5/01/08

DOWNSTREAM GROUND ELEVATION @ EDGE OF BRIDGE

8/14/2000 Distance from B.M. Elevation

o 4 20

. 32 40 51 61 65

99.5 93.4 91.4 93.1 86.8 93.2 93.8 99

38S

R00

1000

1 D

OW

NS

TR

EA

M D

RIP

LIN

E

102

100 98

96

z 0 ~ 94

1-+-8/1~

> w

..J

N/C

5/0

t/0

8w

92

90

88

86 o

10

20

30

40

50

60

70

DIS

TA

NC

E F

RO

M B

.M.

I

1

Bridge No. 38 -- SR 1 ~- 2.13 Skew 90 SPAN. NO. \ /;;;(/7

I

1

I

""'" ~

~

\

~i( ~

~ ) ( ~ l I~. 0{, < I 1 l --r/ ~ I I' ~~

OCT 3 1 20ll 1

'I

1

1

1

t DOR

ELEMENT

TOP DECK

CURBS

RAIL & POST Mef".1 e(/1/(, £11 : I i (.)()~ of

(

DRAINS

JOINT

RATING

GWPC

Gd/P C

~PC(;;;./ v GF®C

GFPC

GFPC

COMMENT

fin ~ ~ I; ff C/lavjJ Ie, Lit f Sff:!;jJ,',!}5J ll:;hf 6~a/e

BR. NO. 38 -- SR 1 -- 2.13 SPAN NO. ~-+--__---7~--~~--~~-----------

r----------------------J..ICT 3 1. 2017

H

LOOKING AHEAD(i) he£I!ilH'P" II Z;·'d~","'l.

cv 2" Ptl.U rtt-tJ ;?.'ffy":>"L'J. I"P

B A

LOOKING BACK (i) ,p",! I "t\;.~1

I'; "tN'i J'fht 3 "1Jj JliD

,fiJ st>Cl.n f; 1/ dtlllvil. ¥. I "f)

ELEMENT RATING COMMENT

r-w c{'-,,( le5 I,]!(; I 5ft"'\\ (9 cl.rN.le..~d x\"j> 1~!f>",(1 ). f-c..e..1 (0 \Vl "2...· ,l k.J''j)) G)I'G0 P C F L9>F P C

G G®P C .fi),Q) rOO I f:"e. e.n_t.lc w/eFF S.LB. H ~~~II'f ("0 f"ro~.:o{l ,..I1,(e tf;q

7 1 ~l'1,1

BR. NO. 3

SPAN NO.

g-5/Z./ ')',13 DATE ;;L!lr!1 J1 S. L B. Il

I ..

1

BOTTOM OF BEAM

,

IE~ )1/t 'to/)}In -

.' , 5fX.ftlm lcf.s_ct,WAJ-Id ~1i1

RIGHT SIDE OF BEAM -rh~~-s' &" "'d S-IIHJ:/nsj)in.

I I

LEFT SIDE OF BEAM

.. "

. OCT 3 1 2017

BR. NO. ?::,jJ ,·5 Ib I ~ ). ,/3 DATE ~/I'III z.,

SPAN NO. J- S. LB.. B

. 'i .

BOTTOM OF· BEAM

RIGHT SIDE OF BEAM

@I:~_~~>~~=-J

@) l-Io/e /h ~

;J.cll~ ~ /l'tV LEFT SIDE OF BEAM

. , .,

ocr 3120UI

BR. NO. ]J -·5 ~ I - cl-I 13> DATE 417/;t..

SPAN NO. J. . S.L B. H

'--=:JiI c

. BOTTOM

fl) I-Ioles

(,,/. ~

OF BEAM

SIDE OF BEAM

it"! t:=,'1 o'1wXd"t.)('(.,1I r::=,.()~ Di~.

LEFT SIDE OF BEAM

\_, ~ 2fl17/.

"

.,

BR. NO. 6~-.s/L,1 ,.. ;.." 1..3 DATE 4/112- . SPAN NO. 1 S. 1. B. z:.

I ,

I BOTTOM OF BEAM

"

Iff IlL rcf;Vi)

I ] (i)

RIGHT SIDE OF BEAM

(f) t/~"t1..se~ft~1 1.(7$5 . 18 "'1"

L I (1)

LEFT SIDE OF BEAM

!

Skew 90 --~

l

I

I

I

I

l !

/ /;I

(j) Nt) Ie -rh r"l t4 c. he f sill-~ I, () It.. X 11tP- 'Iv.)

SPAN. NO.

OCT 3 1 2017

I

I

~ L~ _._._0~

10131/)/

I

I

I t DOR


TOP DECK

CURBS

RAIL & POST N!eflPl ~m' /tli J' (,/'?&!!.l DRAINS

JOINT

G@P C

G~C

@FP C tfjr-pc::..

G F(WC

GFPC

GFPC

Fln~ fo Itf"ctactS. Fsee

t:yhl sta/ely

16% ~:j/ w:f~ d~6f~

;J/IJ

BR. NO. 38 -- SR 1 -- 2.13 SPAN NO. ?----"------ --~=-~~=-~~----------

A

f""'I=rF''''---.''''''l;=o''"--.:::I'CT 3 1 2011

H I

LOOKING AHEAD@ hfrxe rP'IfI ZfWr:g- oiL

H

E F

d) 5f"l' dee I ,:",)jr 2"LlIl "I)

B A ~ ..p.,JI s I-~~,I (), Ue,,,-I7 CCN't);JrJt\

LOOKING BACK 'I I' ... '",he. j/IL}c I"f) 19 Fe.(/'· rosf" J ' l.. 'Yi J I r.J

ELEMENT

BOTTOM DECK

S.I.B. A

B

GIRDER C

D

E

F

G

SJ.B. H

I

PAINT

BACKWALLS

DIA.

RATING

G(iJpc

G®PC

GFtf)C

GF®C

te FPC (g)FPC

fbFPC

G F~ C GF®C

G\VPC

GF(bC

G ~ P C

f0 FPC

COMMENT

~I "-

OUf"T ,1 " '1. Lr'Ol '1i i11 /

BR.NO. $3 ~ 512 I - ;2.../2- DATE ;;.jl'i/':2SPAN NO. ;L S. I. B. g

,

I 1 BOTTOM OF BEAM

-

IEf- AI/t,- lujJtjf7 ,

- --.. ~ ~~ @:5e(...{1b'l 1..t:>5.S up ~ Yf ~4. 1O'M ();;: ~Ib194~

- 'RIGHT SIDE OF BEAM

.L~-~=- I ,

(tP£eL#DI'/ Lo.sS 0/ a rtf /'.l.If-jt. LEFT SIDE OF BEAM

,

... "

,

BR:NO. 3'f -

OCT S 1 2Ull

Rev. 08/03100 Date:_____

BRIDGE NUMBER: 38SR0010001 38 SR001 0213 Pg. # __ of ___ CROSSING:

TOTAL HEIGHT DATE \'d-In hs ABUT/BENT/ (t) W/FTG @ H=TOP OF CAP TO

EXPOSURELAST PIER FOOTING TOP OF CAP TO (OR GROUND LINE!

EXPOSURE NUMBER THICKNESS TOP OF FOOTING DATE FOR PILES

THRU STRUCTURE D___

3.0' //.0 1/)-( 11--/, ;2 :l )2,;;'" , ,/

q.i'@I' (J-I 1'lit":' I

.). I,) £: \0.2.' 9.S'@5

1

I /}-;A /Lf~;Z I I

~'l "2.S ~ I,)., ;l.

5.3 ,

~.

38 -- SR 1 -- 2.13 90

Bridge No. Co. Route Log Mile RIL Skew ABUT. NO. 1

OCT 3 1 2011

LOOKING BACK


BEARING G F P C Nt{\/

~ G F P C

BREASTWALL G ®P C \l,,)!IC{C,(t.~\I\~ ~""'\I\\I"\I'

WINGS @)F P C

EMBANKMENT ©F P C

RIP-RAP G F P C ~I"-~

VEGETATION G F®C -\;---ee aso...~:s,:>", J

--

Bridge No. 38 -- SR 1 --2.13 90 Skew PIER NO.

I ~ £fr vJlJlm?rj )~~(tl ~ 't111-n~===FT\-=__ i, .,,;-.---r--r---r-'T"J ~;~':"""""""')=:;_~_=_=_:-=-:':_~~-=~\:~~:-,:_\;:::-[_.:=;-_1=~:=~"'l'r='1F=":P

q,SJ I '( 021-)(("'"

/------\ En T "1

wo,:'w. o..\:>' (IS .C>n

\'~~~IV-;-I-t--+=~==t~--/----_----?-,i::::;;;;

DATE:_____BRIDGE NO. 38SROOIOOOI 38 SR001 0213 Co.: Route LogMile: UR

TOTAL HEIGHT (Top of Cap to Bottom of Ftg)

FOOTING THICKNESS (T)

TOP OF CAP TO TOP OF FTG

.2 I

),)! ? TOP OF CAP TO TOP OF WATER

WATER DEPTH TO TOP OF FTG:

VI;,! ,;:;' l' "r,'." OJ '-vii'

BEN"rtflIER NO. ---t-l_

SCOUR: G(£) P C

DRIFT G (£) P C

MAXIMUM EXPOSURE It:) 'SP/;o-qf' /O'7eS/~-t

DEPTH

DISTANCE

-z::t DIRECTION OF FLOW

c

\.J-'--:-- 2.1 ' 1..1 '> I.....:-,0 -1'0 -10 .1./'-~

L "

\ l&'

I s\"C)I_1_' _l_\_'! ) ~ __I·'f_'_LLf!efL,:tf: I }-

BRIDGE NO. 38SROOIOOOI 38 SROOl 0213 DATE:,_____

Co.: Route Log Mile: LlR

i, ' '~.' .

'- . ~'-B'c:NT1PIER NO. ~. ie,,:TOTAL HEIGHT ) '7. ?

(Top of Cap to Bottom of Ftg)

FOOTING THICKNESS (T) SCOUR: G eg) P C

TOP OF CAP TO TOP OF FTG DRIFT: G V P C ,(W I FTG @ H=)

MAXIMUM EXPOSURE //. Z.

TOP OF CAP TO TOP OF WATER

WATER DEPTH TO TOP OF FTG:

up 10.3 -rhtU/ 10.t! W!)) I). /I. 2..

I rI._f',:.10 ( I,) 7 l

o

- - ---:--::-:-~--:--~ .•...-.. ~.' .,\1', "'~"""__ "_'_~'."'; '.... ,,' .. ,,,~~,.••-.~==::::;-'-~. -----'-",.'-'-'.''''-''=...;.."...=.... ~.

. /,,3/

uf .. ' t' ~..

1:.£

1/

~ -:-".:.... -~..."..='=.-.">"":""'C"""~·,,.,,~·"~""'C:·;:;·:.··~"··~,=I___--'--t__~_______I ~~··-7"".'r'"·::.·,~=·~-~"';.""'~'.;,

I DEPTH I DISTANCE SHOW DIRECTION OF FLOW

I

~--~~I-----------

38 -- SR 1 -- 2.13 90

Bridge No. Co. Route Log Mile RJL Skew ABUT. NO. 2

/ LOOKING AHEAD

ELEMENT RATING COMNIENT

NJ\/FPG CBEARING FP·G C~

P CBREASTWALL @>F

P C

EMBANKMENT

WINGS (9)F

P C

RIP -RAP

@)F

G CFP

VEGETATION G,@P C \' ''''Iii\.A~

",...~

38SROOlO001 BRIDGE NO.:

38 SR001 CO. ROUTE

0213 L.M. LfR

SKEW: 90

No. of Spans: 6

No. of Approach Spans:

Direction ofRoute )

PLAN VIEW

F FIXED REQUIRED DATA 1.

E = EXPANSION

2. S =SIMPLE

C = CONTINUOUS

I

38-sr001-0213...2019/11/19 · gvp c deck - structural g(9p c condition curbs g~ c median g f p c...

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