79-sr057-0809 - tennessee · 2014-01-16 · inspection team's summary bridge location no....
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SHELBY COUNTY
79-SR057-0809 Federal ID: 79I02400112 Road Name: Crossing: 79-I0240-15.59 OVR/UND PASS: 79-I0240-1559 Road Name 2: POPLAR AVENUE
79I02400112FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
SHELBY79-SR057-08.09-L1 SPEC. CASE: 0
I240 & I240 EXIT RAMP
79
REPAIR LIST NO.:DATE ADDED: 10/05/1994REVISED: 03/04/2013
2
COUNTY:LOCATION:CO. SEQ.:
CROSSING:
MAINT. DIST.:
40
40HIGHWAY 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: 62.7
STATE HIGHWAY AGENCYPRESTRESSED CONCRETE
STRINGER/MULTI-BEAM OR GIRDEROTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE
50
2856876
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
13-NHS URBAN, STATE SYS.FT 0 IN
IN1FT54FT 0 IN
FACILITY CARRIED: FAU 57 WB
03/04/201304/19/2011
SUGGESTED ROUTINE MAINTENANCE AND COMMENTS
REPAIR CONCRETE BEAM "C & D" SPAN NO.5
PATCH BOTTOM OF DECK IN SPAN NO.3
CLEAN AND SEAL ROADWAY EXPANSION JOINTS.
REPAIR SIDEWALK AT APPROACH NO.1 RT & LT & 2 RT & LT
UNDERPASS SUBSTRUCTURE PROTECTION GUARDRAILS ARE SUBSTANDARD
GENERAL COMMENTS:
03-04-2013 I-240 MAINLINE OF UNDERPASS IS UNDER CONSTRUCTION. SPAN # 1, 2, &3 LIGHTING COVER PLATE MISSING.
Page 1 of 1
STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
79
SR057
0
1
8.09
Revised 03/05/2013
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 LIMIT1 1 1 40
FT. IN.
FT. IN.
FT. IN.
FT. IN.
41
36
10
520
Br. Rail1
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
79I024001121
I240 & I240 EXIT RAMP
NO CHANGE BUT STILL EVALUATE
CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE
03/04/2013EARLIEST DATE OF NEXTREGULAR INSPECTION
01/03/2015
/ /REVIEW DATETEAM LEADER SIGNATURE
DECK 4
58
5
SUPERSTRUCTURE59
6
SUBSTRUCTURE60
N
N
CHANL/CHANL PROTECTION
CULVERT AND RETAIN WALL
61
62
NWATERWAY 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
6.2450 52.1883' '
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
BRIDGE NUMBER
SPAN 1 JOINT
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
APPROACH 1 LEFT SIDEWALK SETTLED
APPROACH 1 ASPHALT
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
DIRECTION OF ROUTE
APPROACH 1 RIGHT SIDEWALK SETTLED
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
VIEW ACROSS DECK
SPAN 5 JOINT
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
APPROACH 2 LEFT SIDEWALK SETTLED
SPAN 5 JOINT SPALLING
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
APPROACH 2 ASPHALT
APPROACH 2 RIGHT SIDEWALK SETTLED
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
SPAN 5 COVER PLATE MISSING ON LIGHT
ABUTMENT 1
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
BENT 1 FRONT
LEFT ELEVATION SPAN 2
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
RIGHT ELEVATION SPAN 2
BENT 2 FRONT
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
RIGHT ELEVATION SPAN 3
BOTTOM DECK SPAN 3
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
LEFT ELEVATION SPAN 3
BENT 3 FRONT
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
LEFT ELEVATION SPAN 4
RIGHT ELEVAITON SPAN 4
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
BENT 4 FRONT
ABUTMENT 2
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
SPAN 5 DIAPHRAGM SPALLING
SPAN 5 BEAM D SPALLING
Photographs
Bridge ID#: 79-SR057-08.09 Date: 03/04/2013
SPAN 5 BEAM C SPALLING
SPAN 5 BEAM C SPALLING
Inspection Team's Summary Bridge Location No.
Inspection Date Bridge Rating
CROSS SECTION: YES () NO (X) PONTIS: YES (X) NO ()
03/04/13
POOR
79 08.09 SR057 - -
THIS 5 SPAN CONCRETE I BEAM BRIDGE IS IN POOR CONDITION.
THE APPROACH PAVEMENT AND CONCRETE WEARING SURFACE HAVE
FINE CRACKS.
SPAN 1,3&5 COVER PLATES ARE MISSING FROM LIGHTS.
SPAN 3 BOTTOM DECK HAS DELAMINATION AND SPALLING.
SPAN 5 CONCRETE I BEAM(C&D) SPALLED TO STEEL AND BROKEN.
THE CONCRETE SUBSTRUCTURE HAS FINE CRACKS AND BEGINNING
TO SPALL.
THE MAIN LANE VERTICAL CLEARANCE IS UNDER CONSTRUCTION.
THE MINIMUM VERTICAL ON RAMP IS 16’5”.
NOTE: APPROACH 1&2 LEFT AND RIGHT SIDEWALK SETTLED.
SPAN 5 JOINT MATERIAL TORN AND MISSING.
THERE IS POTENTIAL FOR CONCRETE TO FALL IN ROADWAY SPAN 2
BOTTOM HAS DELAMINATION AND BENT 3 HAS BEGINNING TO SPAL
THAT COULD FALL IN ROADWAY.
RANDY LOVE
INSPECTOR
03/04/2013
79I02400112A
SR 57 WBL / I240
0
1
15.73
I0240
79STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
Underpass ConditionCoding Form
03/05/2013Revised
County:
County Sequence:
Log Mile:
Special Case:
Route:
Bridge Number:(Includes Item 5A)
Feature Intersected:
(A)515
FT. IN.
FT.
FT. IN.
MINIMUM VERTICAL UNDERCLEARANCE
MINIMUM LATERALUNDERCLEARANCE ON RIGHT SIDE
MINIMUM LATERALUNDERCLEARANCE ON LEFT SIDE
10
520
47
54
55
56
521
555
Circle One: H R
Circle One: H R
/ /
TYPE UNDERPASS BARRIERCOMBINATION OF METAL& CONCRETE BARRIER OR
RAIL
MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)
TOTAL HORIZONTALUNDERCLEARANCE
FT.
FT.
FT.
FT.
FT.
IN.
IN.
IN.
IN.
IN.
MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)
FT. IN.
REVIEW DATE/ /
TEAM LEADER SIGNATURE
COMMENTS
16
16
(EXCLUDES SHOULDERS)
OVERALL CONDITION
62
POOR
3
7
0
CODE ONLY THOSE VALUES WHICH HAVE CHANGED
ITEM # DESCRIPTION VALUE UNDERPASS SAFETY FEATURES
90 LAST INSPECTION DATE
01/03/2015EARLIEST DATE OF NEXTREGULAR INSPECTION
ADEQUACY OFBARRIER OR RAIL
(B)
(C) ADEQUACY OFTRANSITIONS
ADEQUACY OFTERMINALS
(D)
Revised Barrier Type
1
0
0
HEIGHT POSTED ATBOTH APPROACHES?
YES [ ]
NO [ ]
N/A [ ]
IN.
VERTICAL CLEARANCELISTED ON HEIGHT POSTING
554
FT.
FT. IN.
IN.
16 LATITUDE 17 LONGITUDE
N 35
W 896.2450 52.1883 ' '
79I02400112FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
SHELBY79-I0240-15.73- 1 SPEC. CASE: 0
SR 57 WBL / I240
79
REPAIR LIST NO.:DATE ADDED:REVISED: 03/04/2013
N
15.43
COUNTY:LOCATION:CO. SEQ.:MILEPOST:
CROSSING:
MAINT. DIST.:
166
N/AHIGHWAY 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:PPRM PIN NUMBER:H TRUCK RATING @ INV.: TONS SUFFICIENCY RATING:
PRESTRESSED CONCRETESTRINGER/MULTI-BEAM OR GIRDER
28568N/A
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
02-INTERSTATE URBANFT IN
INFTN/AFT 8 IN
FACILITY CARRIED: FAP 57
03/04/201304/19/2011
SUGGESTED ROUTINE MAINTENANCE AND COMMENTS
SEE BRIDGE NO. 79-SR057-08.09 (79I024001121) FOR RECOMMENDATIONS.
GENERAL COMMENTS:
Page 1 of 1
03/04/2013
79I02400112B
SR-57 / I-240 EX. RAMP
0
1
15.72
I0240
79STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
Underpass ConditionCoding Form
03/05/2013Revised
County:
County Sequence:
Log Mile:
Special Case:
Route:
Bridge Number:(Includes Item 5A)
Feature Intersected:
(A)515
FT. IN.
FT.
FT. IN.
MINIMUM VERTICAL UNDERCLEARANCE
MINIMUM LATERALUNDERCLEARANCE ON RIGHT SIDE
MINIMUM LATERALUNDERCLEARANCE ON LEFT SIDE
10
520
47
54
55
56
521
555
Circle One: H R
Circle One: H R
/ /
TYPE UNDERPASS BARRIERCONCRETE BARRIER OR
RAIL
MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)
TOTAL HORIZONTALUNDERCLEARANCE
FT.
FT.
FT.
FT.
FT.
IN.
IN.
IN.
IN.
IN.
MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)
FT. IN.
REVIEW DATE/ /
TEAM LEADER SIGNATURE
COMMENTS
16
16
(EXCLUDES SHOULDERS)
OVERALL CONDITION
42
POOR
5
11
3
CODE ONLY THOSE VALUES WHICH HAVE CHANGED
ITEM # DESCRIPTION VALUE UNDERPASS SAFETY FEATURES
90 LAST INSPECTION DATE
01/03/2015EARLIEST DATE OF NEXTREGULAR INSPECTION
ADEQUACY OFBARRIER OR RAIL
(B)
(C) ADEQUACY OFTRANSITIONS
ADEQUACY OFTERMINALS
(D)
Revised Barrier Type
0
0
0
HEIGHT POSTED ATBOTH APPROACHES?
YES [ ]
NO [ ]
N/A [ ]
IN.
VERTICAL CLEARANCELISTED ON HEIGHT POSTING
554
FT.
FT. IN.
IN.
16 LATITUDE 17 LONGITUDE
N 35
W 896.2450 52.1883 ' '
79I02400112FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
SHELBY79-I0240-15.72- 1 SPEC. CASE: 0
SR-57 / I-240 EX. RAMP
79
REPAIR LIST NO.:DATE ADDED:REVISED: 03/04/2013
N
15.42
COUNTY:LOCATION:CO. SEQ.:MILEPOST:
CROSSING:
MAINT. DIST.:
39
N/AHIGHWAY 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:PPRM PIN NUMBER:H TRUCK RATING @ INV.: TONS SUFFICIENCY RATING:
PRESTRESSED CONCRETESTRINGER/MULTI-BEAM OR GIRDER
28568N/A
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
02-INTERSTATE URBANFT IN
INFTN/AFT 4 IN
FACILITY CARRIED: FAU 57
03/04/201304/19/2011
SUGGESTED ROUTINE MAINTENANCE AND COMMENTS
SEE BRIDGE NO. 79-SR057-08.09 (79I024001121) FOR RECOMMENDATIONS.
GENERAL COMMENTS:
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