HomeMy WebLinkAbout57C0176; Palomar Airport Road OH; Palomar Airport Road; 2007-03-27(a/Irons
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0176
Facility Carried: PALOMAR AIRPORT RD
Location : 0.25 MI W OF ROUTE 1-5
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine FC Underwater Special
B D D
Other
STRUCTURE NAME: PALOMAR AIRPORT ROAD OH
CONSTRUCTION INFORMATION
Year Built : 1965
Year Widened: N/A
Length (m) : 68
Skew (degrees): 47
No. of Joints : 0
No. of Hinges : 0
Structure Description:Three continuous CIP/RC box girder (4 cells) spans on two open end
RC diaphragm abutments and on two RC column (2) bents, all supported
on CIDH concrete piles.
Span Configuration : (W) 20.4 m, 26.5 m, 20.4 m (E) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
Inventory Rating: 58.9 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
No. of- Lanes: 2
Rail Code : 1000
DESCRIPTION ON STRUCTURE
Deck X-Section: (S) 0.3 m br, 0.6m cu, 8.5m, 0.6 m cu, 0.3 m br
Total Width: 10.4m Net Width: 8.5 m
Rail Description: Type 2 Railing
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: None.
CONDITION TEXT
CONDITION OF STRUCTURE
There are deck diagonal and transverse cracks moderate in size and density that starts to
develop minor spalls.
There are minor spalls in the inside face of rail with exposed rebars.
Otherwise, the structure appears in good condition.
ELEMENT INSPECTION RATINGS
?#Elem Element Description
101
101
101
101
101
101
12
105
205
215
252
311
Concrete Deck -Bare
Reinforced Concrete Closed
Webs /Box Girder
Reinforced Cone
Extension
Reinforced Cone
Cast-In-Drilled
Pile
Moveable Bearing
Column or Pile
Abutment
Hole Concrete
(roller,
Env Total Units
Qty
4
4
4
4
3
4
580 sq.m.
68 m.
4 ea.
30 m.
1 ea.
12 ea.
Qty in each Condition State
St. 1 St. '2 St. 3 St. 4 St. 5
580
68
4
30
1
12
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:Wednesday 05/02/2007 01:53 PM 57C0176/AAAE/10836
F#Elem Element Description
sliding, etc. )
101 333 Other Bridge Railing
101 358 Deck Cracking
Env Total Units
Qty
4
2
160 m.
1 ea.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
160
0
0
0
0
1
0
0
0
0
WORK RECOMMENDATIONS
RecDate
Action
Work By
Status
RecDate
Action
Work By
Status
03/27/2007
Deck-Methacrylat
LOCAL AGENCY
PROPOSED
03/27/2007
Railing-Repair
LOCAL AGENCY
PROPOSED
EstCost:
StrTarget: 2 YEARS
DistTarget:
EA:
EstCost:
StrTarget: 2 YEARS
DistTarget:
EA:
Seal the
Repair t!
rail wit'
Inspected By : M. Zaarour/ G. Zorapapel
Seal the deck cracks with methacrylate.
Repair the spalls in the inside face of
Registered Civil Engineer
Printed on:Wednesday 05/02/2007 01:53 PM 57C0176/AAAE/10836
STRUCTURE INVENTORY AMP 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
ON
069
57C0176
1500S1500
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
NCTD, BNSF RY & AMTRAK
PALOMAR AIRPORT RD
0.25 MI W OF ROUTE 1-5
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 07 MIN 19 SEC
LONGITUDE 117 DEG 19 MIN 33 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- BOX BEAM OR GIRDER - MULTI CODE 205
(44) STRUCTURE TYPE APPR:MATERIAL- NOT APPLICABLE
TYPE- NOT APPLICABLE CODE
(45) NUMBER OF SPANS IN MAIN UNIT 3
(46) NUMBER OF APPROACH SPANS 0
(107) DECK STRUCTURE TYPE- CIP CONCRETE CODE 1
(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
*************** AGE Ajjp SERVICE ***************
(27) YEAR BUILT 1965
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- RAILROAD 2
(28) LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 10000
1 %
8 KM
26.5 M
68.0 M
RIGHT 0.6 M
8.
10.
(30) YEAR OF ADT 1990 (109) TRUCK ADT
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA **********
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 0.6 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 47 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- RAILROAD
(55) MIN LAT UNDERCLEAR RT REF- RAILROAD
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA ***************
(38) NAVIGATION CONTROL- NOT APPLICABLE CODE N
(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
.5 M
.4 M
8.5 M
0
NO
99.99 M
8.5 M
99.99 M
7.49 M
4.4 M
0.0 M
(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 = ,75.2
STATUS
HEALTH INDEX 100.0
PAINT CONDITION INDEX = N/A
************* CLASSIFICATION *************
NBIS BRIDGE LENGTH- YES
HIGHWAY SYSTEM- NOT ON NHS
FUNCTIONAL CLASS- MINOR ARTERIAL 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
********* LOAD RATING AND POSTING *********
DESIGN LOAD- MS-18+MOD OR HS-20+MOD
OPERATING RATING METHOD- LOAD FACTOR
OPERATING RATING-
INVENTORY RATING METHOD- LOAD FACTOR
INVENTORY RATING-
CODE
Y
0
16
0
N
2
0
0
3
04
04
5
CODE
5
7
7
N
N
CODE
6
1
99.8
1
58.9
(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 . 4
UNDERCLEARANCES, VERTICAL & HORIZONTAL 6
WATER ADEQUACY . N
APPROACH ROADWAY ALIGNMENT 6
TRAFFIC SAFETY FEATURES 1000
SCOUR CRITICAL BRIDGES N
********** 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
14000
2015
*************** INSPECTIONS ***************
(90) INSPECTION DATE 03/07 (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 57C0176/AAAE/10836