HomeMy WebLinkAbout57C0766; Calle Barcelona POC; Pedestrian OC; 2008-01-15Co/trans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Page 1 of 2
Bridge Number : 57C0766
Facility Carried: PEDESTRIAN OC
Location : 0.5 M E/0 ELCAMINO REAL
City : CARLSBAD
Inspection Date : 01/15/2008
Inspection Type
Routinenn FCn Underwater Special Othern n n
STRUCTURE NAME: CALLE BARCELONA POC
CONSTRUCTION INFORMATION
Year Built : 1999
Year Widened: N/A
Length (m) : 35.4
Skew (degrees): o
No. of Joints : 0
No. of Hinges : 0
Structure Description:Single span CIP/RC ?U? shaped through girders seated on 2 RC
abutments supported on class 70C piles
Span Configuration : (S) 1@35.4 (N)
LOAD CAPACITY AND RATINGS
Design Live Load: PEDESTRIAN
Inventory Rating: 0 metric tons
Operating Rating: o metric tons
Permit Rating :
Posting Load : Type 3 English tons
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 English tons Type 3-3 English tons
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.5 m r, 2.4m, 0.5 m r (E)
Total Width: 2.4m
Rail Description: Concrete
Min. Vertical Clearance: Unimpaired
Net Width: N/A No. of Lanes:
Rail Code : NNNN
DESCRIPTION UNDER STRUCTURE
Facility Name
Func
Class
Lanes
16
Horiz Clr
(m)
5.0
Vert Clr
(m)
19.5Calle Barcelona
Channel Description: none
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 1999. OSMI was notified end of 2007. The structure was inspected
accordance to ABME Procedures Manual. The bridge was in good condition.
IELEMENT INSPECTION RATINGS - NONE
WORK RECOMMENDATIONS - NONE
Inspected By : M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on:Thursday 02/28/2008 06:50 AM 57C0766/DSMI/12950
Page 2 of 2
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER) -
HIGHWAY AGENCY DISTRICT
UNDER
069
57C0766
2510000
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
PEDESTRIAN OVERCROSSING
PEDESTRIAN OC
0.5 M E/O ELCAMINO REAL
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK-
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 04 MIN 32.8 SEC
LONGITUDE 117 DEG 15 MIN 16.5 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE
TYPE- STRINGER/MULTI-BEAM OR GDR CODE 102
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT 1
(46) NUMBER OF APPROACH SPANS 0
(107) DECK STRUCTURE TYPE- CIP CONCRETE CODE I
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE CODE Q
B) TYPE OF MEMBRANE- NONE CODE 0
C) TYPE OF DECK PROTECTION- NONE CODE 0
SERVICE*************** AGE AN
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON-
UNDER-
(28) LANES:ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT • 2000 (109)
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 0.0 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33) BRIDGE MEDIAN- NO MEDIAN
(34) SKEW 0 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- HIGH
(55) MIN LAT UNDERCLEAR RT REF- HIGHWAY
(56) MIN LAT UNDERCLEAR LT
1999
PEDESTRIAN- BICYCLE 3
HIGHWAY W/WO PEDESTI 1
UNDER STRUCTURE 04
1000
*************** NAVIGATION DATA
(38) NAVIGATION CONTROL- NOT APPLI
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
SUFFICIENCY RATING =
STATUS
HEALTH INDEX .0
PAINT CONDITION INDEX = u/A
************* CLASSIFICATION ************* CODE
NBIS BRIDGE LENGTH- YES Y
HIGHWAY SYSTEM- NOT ON NHS 0
FUNCTIONAL CLASS- MINOR ARTERIAL URBAN 16
DEFENSE HIGHWAY- NOT STRAHNET 0
PARALLEL STRUCTURE- NONE EXISTS N
DIRECTION OF TRAFFIC- 2 WAY 2
TEMPORARY STRUCTURE-
FED.LANDS HWY-
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
0
3
04
04
5
CODE
********* LOAD RATING AND POSTING ****
(31) DESIGN LOAD- PEDESTRIAN
(63) OPERATING RATING METHOD- LOAD FACTOR
(64) OPERATING RATING-
(65) INVENTORY RATING METHOD- LOAD FACTOR
INVENTORY RATING-(66)
(70)
(41)
BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS
STRUCTURE OPEN, POSTED OR CLOSED-
DESCRIPTION- OPEN, NO RESTRICTION
CODE
7
1
.0
1
.0
5
TCUCK ADT 1 %
2 KM
33.5 M
35.4 M
M RIGHT 0.0 M
RB N
2 .4 M
DERS) N
0
FLARED NO
19.50 M
iR 5.0 M
99.99 M
rfAY 5.00 M
tfAY 6.9 M
0.0 M
:ABLE CODE N
CODE
M
jEAR M
0.0 M
**************** APPRAISAL ***********
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
****** CODE
9
*
(69) UNDERCLEARANCES , VERTICAL & HORIZONTAL 7
(71) WATER ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113) SCOUR CRITICAL BRIDGES
(75) TYPE OF WORK-
(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 01/08 (91) FREQUENCY
(92) CRITICAL FEATURE INSPECTION: (93)
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- 0 MO B)
C) OTHER SPECIAL INSP- 0 MO C)
N
8
NNNN
6
CODE
M
72 MO
CFI DATE
Printed on:Thursday 02/28/2008 06:50 AM 57C0766/DSMI/12950