HomeMy WebLinkAbout57C0177; Buena Vista Creek Bridge Inspection Report; El Camino Real; 2007-04-04DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Gx/fransi
Bridge Number : 57C0177
Facility Carried: EL CAMINO REAL
Location
City
Inspection Date
Inspection Type
0.1 MI S OF RTE 78
CARLSBAD
04/04/2007
Bridge Inspection Report Routine FC
D
Underwatern Special
D
Othern
STRUCTURE NAME; BUENA VISTA CREEK
CONSTRUCTION INFORMATION
Year Built : 1966
Year Widened: 1979
Length (m) : 28
Skew (degrees): 1
No. of Joints : 0
Mo. of Hinges : 0
Structure Description: Two continuous CIP/RC "T" beam girder (17) spans on two closed end
backfilled RC strutted abutments, supported on driven concrete piles
and on one RC pile (26) bent.
Span Configuration : (S) 13.7 m, 13.7 m (min) (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 32.6 metric tons
Operating Rating: 53.5 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, 15.5 m (min), 4.5 m med, 13.4 m, 1.5 m sw, 0.3 m br
(E)
Total Width: 37.1m Net Width: 29.0m
Rail Description: Type 26 Railing (E), type 9 (W) .
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Concrete lined, trapezoidal section.
CONDITION TEXT
CONDITION OF STRUCTURE
There are minor spalls in the inside face of rail with exposed rebars.
There are deck diagonal and transverse cracks moderate in size and density.
There are soffit transverse cracks with light efflorescence.
Otherwise, the structure is in good condition.
No. of Lanes: 6
Rail Code : 1000
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
12
110
205
215
227
Concrete Deck -
Reinforced Cone
Girder/Beam
Reinforced Cone
Extension
Reinforced Cone
Reinforced Cone
Bare
Open
Column or Pile
Abutment
Submerged Pile
Env
3
3
3
3
2
Total Units
Qty
900 sq.m.
477 m.
26 ea.
75 m.
1 ea.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
900
477
26
75
1
0
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 57C0177/AAAD/10836
F#Elem Element Description
101 256 Slope Protection
101 333 Other Bridge Railing
101 358 Deck Cracking
101 359 Soffit of Concrete Deck or Slab
Env
3
3
3
3
Total
Qty
2
74
1
1
Units
ea.
m.
ea.
ea.
Qty in
St. 1 St.
2
74
0
0
each Condition
2 St. 3 St.
0
0
0
1
0
0
1
0
State
4 St.
0
0
0
0
5
0
0
0
0
WORK RECOMMENDATIONS
RecDate
Action
Work By
Status
RecDate
Action
Work By
Status
04/04/2007 EstCost:Seal the deck cracks with methacrylate.
Deck-Methacrylat StrTarget: 2 YEARS
LOCAL AGENCY
PROPOSED
04/04/2007
Railing-Repair
LOCAL AGENCY
PROPOSED
DistTarget:
EA:
EstCost:
StrTarget:
DistTarget:
EA:
2 YEARS
Repair the spalls in the inside face of
rail with exposed rebars.
Inspected By : M. Zaarour/ A; Shenouda
Registered Civil Engineer
Printed on:Wednesday 05/02/2007 01:53 PM 57C0177/AAAD/10836
STRUCTURE INVENTORY AND APPRAISAL REPORT
(i)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
**************** IDENTIFICATION
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE(ON/UNDER)-
HIGHWAY AGENCY DISTRICT
COUNTY CODE 073 (4)
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 3.3 DEG 10 MIN 51 SEC
LONGITUDE 117 DEG 19 MIN 37 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
069
57C0177
ON ' 1500S3440
11
PLACE CODE 11194
BUENA VISTA CREEK
EL CAMINO REAL
0.1 MI S OF RTE 78
0
0
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 Ajjp SERVICE **********
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
WATERWAY
CODE
CODE
CODE
CODE
06 UNDER STRUCTURE
35000
UNDER-
(28) LANES:ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 1990 (109)
(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 Bf
(34) SKEW 1 DEG (35) STRUCTUR
(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
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA
(38) NAVIGATION CONTROL- NO CONTROL
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
1966
1979
5
5
00
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
(58)
(59)
(60)
(61)
(62)
(31)
(63)
(64)
(65)
(66)
SUFFICIENCY RATING = 87.0
STATUS
HEALTH INDEX 100.0
PAINT CONDITION INDEX = N/A
************* CLASSIFICATION *************
NBIS BRIDGE LENGTH- YES
HIGHWAY SYSTEM- NOT ON NHS
FUNCTIONAL CLASS- OTHER PRIN ART 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 ****************
DECK
SUPERSTRUCTURE
SUBSTRUCTURE •
CHANNEL & CHANNEL PROTECTION
CULVERTS
DESIGN LOAD- MS-18 OR HS-20
OPERATING RATING METHOD- LOAD FACTOR
OPERATING RATING-
INVENTORY RATING METHOD- LOAD FACTOR
INVENTORY RATING-
CODE
Y
0
14
0
N
2
0
0
3
04
04
5
CODE
5
7
7
9
N
CODE
5
1
53.5
1
32.6
(70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
(41) STRUCTURE OPEN, POSTED OR CLOSED- A
DESCRIPTION- OPEN, NO RESTRICTION
'RUCK ADT 3 %
6 KM
13.7 M
28.0 M
M RIGHT 1.5 M
SB 29.0 M
37.1 M
DERS) 29.0 M
BIER) 2
FLARED YES
99.99 M
U* 15.5 M
99.99 M
3/RR 0.00 M
3/RR 0.0 M
0.0 M
CODE 0
CODE
0.0 M
,EAR J5
0.0 M
**************** APPRAISAL ************
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
(69) UNDERCLEARANCES , VERTICAL & HORIZONTAL
(71) WATER ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113) SCOUR CRITICAL BRIDGES
(75) TYPE OF WORK- C
(76) LENGTH OF STRUCTURE IMPROVEMENT
(94) BRIDGE IMPROVEMENT COST
(95) ROADWAY IMPROVEMENT COST
(96) TOTAL PROJECT COST
(97) YEAR OF IMPROVEMENT COST ESTIMATE
(114) FUTURE ADT
(115) YEAR OF FUTURE ADT
*************** INSPECTIONS ***********
(90) INSPECTION DATE 04/07 (91) FREQUENCY
(92) CRITICAL FEATURE INSPECTION: (93)
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
•**** CODE
7
Q3
N
9
8
1000
8
ODE
M
49000
2015
24 MO
CFI DATE
Printed on:Wednesday 05/02/2007 01:53 PM 57C0177/AAAD/10836