HomeMy WebLinkAbout57C0133; Agua Hedionda Lagoon; Carlsbad BlVD; 2007-03-27DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0133
Facility Carried: CARLSBAD BLVD
Location : 1 MI N CANNON RD FAU S3 4
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine FC Underwater Special OtherD D
STRUCTURE NAME; AQUA HEDIONDA LAGOON
CONSTRUCTION INFORMATION
Year Built : 1986
Year Widened: N/A
Length (m) : 61.3
Skew (degrees):
No. of Joints :
No. of Hinges :
21
2
0
Structure Description: Single CIP/PS box girder (2 cells) span on two open end RC seated
abutments, supported on 70 ton steel piling (HP10X57).
Span Configuration :(S) 60.0 m (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating:
Operating Rating:
Permit Rating :
Posting Load :
32.6
99.8
PPPPP
Type 3
metric tons
metric tons
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
N/A Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 1.7m sw, 0.4m br, 9.8m, 1.2m med, 9.8m, 0.4m br, 1.7 m sw (E)
Total Width: 25.0 m
Rail Description: Type 27 Railing
Min. Vertical Clearance: Unimpaired
Net Width:19.5 No. of Lanes: 4
Rail Code : 1111
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural, well defined lagoon w/ riprap at the abutment slopes.
CONDITION TEXT
CONDITION OF STRUCTURE
All the approach slabs exhibit severe diagonal cracks.
There are few minor scattered short cracks at the westerly shoulder and lane #2 south
bound.
There is some scaling at the bridge deck 1-2 mm at the grinded areas about 5 % of the
deck area.
Otherwise the structure appeared to be in good condition.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
12
104
215
225
256
302
Concrete Deck - Bare
P/S Cone Closed Web/Box Girder
Reinforced Cone Abutment
Unpainted Steel Submerged Pile
Slope Protection
Compression Joint Seal
Env
4
4
4
4
4
4
Total
Qty
1250
122
54
1
2
54
Units
sq.m.
m.
m.
ea.
ea.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
1250
122
54
1
2
54 .
0
0
• 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Printed on: Thursday 05/03/2007 07:07 AM 57C0133/AAAE/10836
F#Elem Element Description Env Total Units gty in each Condition State
Qty St. 1 St. 2 St. 3 St. 4 St. 5
101
101
101
312
321
331
Enclosed/Concealed Bearing 4 2 ea. 2 0 0
Reinforced Cone Approach Slab 2 8 ea. 0 0 8
w/ or w/o AC Ovly
Reinforced Cone Bridge Railing 4 135 m. 135 0 0
0 0
0 0
0 0
WORK RECOMMENDATIONS - NONE
Inspected By : M. Zaarour/ G. Zorapapel
Registered Civil Engineer
Printed on:Thursday 05/03/2007 07:07 AM 57C0133/AAAE/10836
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
95.3
(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
ON
069
57C0133
1500S1010
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
AQUA HEDIONDA LAGOON
CARLSBAD BLVD
1 MI N CANNON RD FAU S349
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 08 MIN 45 SEC
LONGITUDE 117 DEG 20 MIN 38 SEC
BORDER BRIDGE STATE CODE % SHARE %
BORDER BRIDGE STRUCTURE NUMBER
RETE CODE
ITEM:
CODE
CODE
CODE
1
0
1
0
0
0
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- PRESTRESS CONG
TYPE- BOX BEAM OR GIRDER - MULTI CODE 505
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF APPROACH SPANS
(107) DECK STRUCTURE TYPE- CIP C<
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE
B) TYPE OF MEMBRANE- NONE
C) TYPE OF DECK PROTECTION- NONE
*************** AGE AND SERVICE
(27) YEAR BUILT . 1986
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN 5
UNDER- WATERWAY 5
(28) LANES:ON STRUCTURE 04 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 20000
(30) YEAR OF ADT 1990 (109) TRUCK ADT 1 %
(19) BYPASS, DETOUR LENGTH 5 KM
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 60 . 0 M
(49) STRUCTURE LENGTH 61.3 M
(50) CURB OR SIDEWALK: LEFT 1.7 M RIGHT 1.7 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB 19 .5 M
(52) DECK WIDTH OUT TO OUT 25.0 M
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS) 19 . 5 M
(33) BRIDGE MEDIAN- CLOSED (NO BARRIER) 2
(34) SKEW 21 DEG (35) STRUCTURE FLARED NO
(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 9.8 M
(53) MIN VERT CLEAR OVER BRIDGE RDWY ' 99.99 M
(54) MIN VERT UNDERCLEAR REF- NOT H/RR 0.00 M
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR 0.0 M
(56) MIN LAT UNDERCLEAR LT 0.0 M
*************** 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
93.3
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- 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 ***
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
Y
0
14
0
N
2
0
0
3
04
04
5
CODE
7
8
7
9
N
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-IS 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- 32.6
(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 ' 1111
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 03/07 (91)
(92) CRITICAL FEATURE INSPECTION:
A) FRACTURE CRIT DETAIL- NO
B) UNDERWATER INSP- NO
C) OTHER SPECIAL INSP- NO
FREQUENCY
(93)
MO A)
MO B)
MO C)
24 MO
CFI DATE
Printed on:Thursday 05/03/2007 07:07 AM 57C0133/AAAE/10836