HomeMy WebLinkAbout57C0238; Buena Vista Creek Bridge Inspection Report; Jefferson Street; 2007-04-04Ca/frans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0238
Facility Carried: JEFFERSON ST
Location : 0.15 MI S OF RT 78
City ' : CARLSBAD
Inspection Date : 04/04/2007
Inspection Type
Routine FC Underwater Special Other
D D D
STRUCTURE NAME; BUENA VISTA CREEK
CONSTRUCTION INFORMATION
Year Built : 1973
Year Widened: N/A
Length (m) : 36
Skew (degrees): 14
No. of Joints : 0
No. of Hinges : 0
Structure Description:Three continuous CIP/RC "T" beam girder (11) spans on two open end
RC diaphragm abutments supported on 70 ton concrete piles and on two
70 ton, 0.5 m (18") diameter PC/PS concrete pile (8) bents.
Span Configuration :(S) 10.7 m, 14.0 m, 10.7 m (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 53.5 metric tons
Operating Rating: 99.8 metric tons
Permit Rating : PPPPP
Posting Load : Type 3 N/A
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.3 m br, 1.5 m sw, 7.9 m, 2.4 m med (min), 8.2 m, 0.3 m br (E)
Total Width: 21.6m Net Width: 19.5 m No. of Lanes: 4
Rail Description: (E) Type 8, 9-11, & (W) 11 Railing Rail Code : 1000
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Concrete lined, trapezoidal section.
CONDITION TEXT
CONDITION OF STRUCTURE
There are transverse cracks severe in size and density mostly over the bents.
There are soffit transverse cracks with light efflorescence.
There is missing section of the metal tube of easterly rail at northerly end, and the
post at the southerly end is not connected to the concrete rail.
Otherwise the structure is in good condition.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
12
110
205
215
256
Concrete- Deck - Bare
Reinforced Cone Open
Girder/Beam
Reinforced Cone Column or Pile
Extension
Reinforced Cone Abutment
Slope Protection
Env
3
3 •
3
3
3
Total Units
Qty
690 sq.m.
392 m.
16 ea.
45 m.
2 ea.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
690
392
16
45
2
o'
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Printed on: Wednesday 05/02/2007 01:53 PM 57C0238/AAAD/10836
FtElem
101
101
101
333
358
359
Element
Other
Description
Bridge Railing
Deck Cracking
Soffit of Concrete Deck or Slab
Env
3
2
3
Total
Qty
90
1
1
Units
m.
ea.
ea.
Qty in
St. 1 St.
85
0
0
each Condition
2 St. 3 St.
5
0
1
0
1
0
State
4 St.
0
0
5
0
0
WORK RECOMMENDATIONS
RecDate: 04/04/2007
Action : Railing-Repair
Work By: LOCAL AGENCY
Status : PROPOSED
EstCost:
StrTarget:
DistTarget:
EA:
2 YEARS
RecDate: 04/04/2007 • EstCost:
Action : Deck-Methacrylat StrTarget:
Work By: LOCAL AGENCY DistTarget:
Status : PROPOSED EA:
Provide a section for the missing part of
the metal tube of easterly rail at
northerly end, and connect the post at
the southerly end that is not connected
to the concrete rail.
Seal the deck cracks with methacrylate.
2 YEARS
Inspected By M. Zaarour/ A. Shenouda
Registered Civil Engineer
Printed on: Wednesday 05/02/2007 01:53 PM 57C0238/AAAD/10836
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE(ON/UNDER)-
HIGHWAY AGENCY DISTRICT
ON
069
57C0238
150000000
11
94.2
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY .CARRIED-
LOCATION-
(4) PLACE CODE 11194
BUENA.VISTA CREEK
JEFFERSON ST
0.15 MI S OF RT 78
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET ' 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 10 MIN 48 SEC
LONGITUDE 117 DEG 20 MIN 24 SEC
BORDER BRIDGE STATE CODE % SHARE %
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
CONCRETE CONT
CODE 204
CODE
STRUCTURE TYPE MAIN: MATERIAL-
TYPE- TEE BEAM
(44) STRUCTURE TYPE APPR :MATERIAL-
TYPE-
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF APPROACH SPANS
(107) DECK STRUCTURE TYPE- CIP CONCRETE
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE
B) TYPE OF MEMBRANE- NONE
C) TYPE OF DECK PROTECTION- NONE
*************** AGE AJJD SERVICE **********
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
WATERWAY
CODE
CODE
CODE
CODE
1973
0000
5
5
0004 UNDER STRUCTURE
20000
(109) TRUCK ADT 2 %
3 KM
UNDER -
(28) LANES:ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 1990
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA **
(48) LENGTH OF MAXIMUM .SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 1.5 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33) BRIDGE MEDIAN- CLOSED (NO BARRIER)
(34) SKEW 14 DEG (35) STRUCTURE FLARED
(10) INVENTORY ROUTE MIN VERT CLEAR
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR REF- NOT H/RR
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA ***************
(38) NAVIGATION CONTROL- NO CONTROL CODE 0
(111) PIER PROTECTION- CODE
(39) NAVIGATION VERTICAL CLEARANCE 0.0 M
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR M
(40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
14.0 M
36.0 M
RIGHT 0.0 M
19.5 M
21.6 M
19.5 M
2
NO
99.99 M
19.5 M
99.99 M
0.00 M
0.0 M
0.0 M
100.0
N/A
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX = •
************* CLASSIFICATION *************
NBIS BRIDGE LENGTH- YES
HIGHWAY SYSTEM- NOT ON NHS
FUNCTIONAL CLASS- COLLECTOR URBAN
DEFENSE HIGHWAY- NOT STRAHNET
PARALLEL STRUCTURE- NONE EXISTS
DIRECTION OF TRAFFIC- 2 WAY
TEMPORARY STRUCTURE-
FED. LANDS HWY- NOT APPLICABLE
DESIGNATED NATIONAL NETWORK - NOT ON NET
TOLL- ON FREE ROAD
MAINTAIN- CITY OR MUNICIPAL. HIGHWAY AGENCY
OWNER- CITY OR MUNICIPAL HIGHWAY AGENCY
HISTORICAL SIGNIFICANCE- NOT ELIGIBLE
**************** CONDITION ***
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
Y
0
17
0
N
2
0
0
3
04
04
5
CODE
5
7
7
9
N
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18 OR HS-20 5
(63) OPERATING RATING METHOD- LOAD FACTOR 1
(64) OPERATING RATING- 99.. 8
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 53.5
(70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
(41) STRUCTURE OPEN, POSTED OR CLOSED- A
DESCRIPTION- OPEN, NO RESTRICTION
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
**************** APPRAISAL **************** CODE
STRUCTURAL EVALUATION 7
DECK GEOMETRY 7
UNDERCLEARANCES, VERTICAL & HORIZONTAL N.
WATER ADEQUACY 9
APPROACH ROADWAY ALIGNMENT 8
TRAFFIC SAFETY FEATURES 1000
SCOUR CRITICAL BRIDGES 8
********** PROPOSED IMPROVEMENTS *
TYPE OF WORK-
LENGTH OF STRUCTURE IMPROVEMENT
BRIDGE IMPROVEMENT COST
ROADWAY IMPROVEMENT COST
TOTAL PROJECT COST
YEAR OF IMPROVEMENT COST ESTIMATE
FUTURE ADT
YEAR OF FUTURE ADT
CODE
28000
2015
*************** INSPECTIONS ***************
(90) INSPECTION DATE 04/07 (91) FREQUENCY 24 MO
(92) CRITICAL FEATURE INSPECTION: (93) CFI DATE
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
Printed on: Wednesday 05/02/2007 01:53 PM 57C0238/AAAD/10836