HomeMy WebLinkAbout57C0215; Las Encinas OC; Palomar Airport Road; 2008-03-27Ox/trans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0215
Facility Carried: PALOMAR AIRPORT RD
Location : 11-SD-150-0-CBD
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine FC Underwater Special Other
EZ3 D D D D
STRUCTURE NAME; LAS ENCINAS OC
CONSTRUCTION INFORMATION
Year Built : 1953
Year Widened: N/A
Length (m) : 93.9
Skew (degrees): 44
No. of Joints : 3
No. of Hinges : 0
Structure Description:Four continuous CIP/RC box girder (5 cells) spans on two open end RC
seated abutments and on three RC column (3) bents, all supported on
RC spread footings.
Span Configuration : (NW) 21.6 m, 24.4 m, 28.7 m, 18.0 m (SE) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 40.8 metric tons
Operating Rating: 68.9 metric tons
Permit Rating : ppppp
Posting Load : Type 3 N/A
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (S) 0.2 m br, 0.6m cu, 7.9m, 1.6m sw, 0.2 m br (N)
Type 3-3 N/A
Total Width: 10.6 m
Rail Description: Metal Baluster
Min. Vertical Clearance: Unimpaired
Net Width:7.9 m No. of Lanes: 2
Rail Code : 0000
DESCRIPTION UNDER STRUCTURE
Facility Name Func
Class
Lanes
16
Horiz Clr
(m)
10.5
Vert Clr
(m)
6.1Carlsbad Blvd
Channel Description: None.
CONDITION TEXT
CONDITION OF STRUCTURE
There are minor shear cracks at the northerly face of the box girder.
There spall (400mm x 100mm x 300 mm) at the southerly curb closed to the easterly joint.
There are severe vertical cracks in the facial of the columns #1 and #2 of bents #2, #3,
and #4.
There are two spalls (300mm x 200mm x 50mm each) at the easterly abutment bearing seat #3
and #5.
Otherwise, the structure appeared to be in good condition.
Printed on: Wednesday 05/02/2007 01:53 PM 57C0215/AAAE/10836
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
101
13
105
205
215
234
303
312
330
Concrete Deck - Unprotected w/
AC Overlay
Reinforced Concrete Closed
Webs /Box Girder
Reinforced Cone Column or Pile
Extension
Reinforced Cone Abutment
Reinforced Cone Cap
Assembly Joint/Seal (modular)
Enclosed/Concealed Bearing
Metal Bridge Railing - coated
or uncoated
Env
4
4
4
4
4
4
4
4
Total Units
Qty
730 'sq.m.
94 m.
9 ea.
30 m.
39 m.
30 m.
2 ea.
214 m.
Qty in each Condition State
St. 1. St. 2 St. 3 St. 4 St. 5
730
89
3
30
39
30
2
214
0
5
6
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
'o
0
0
0
WORK RECOMMENDATIONS
RecDate
Action
Work By
Status •
RecDate
Action
Work By
Status : PROPOSED
03/27/2007 EstCost:
Sub-Patch spalls StrTarget:
LOCAL AGENCY
PROPOSED
03/27/2007
Railing-Repair
LOCAL AGENCY
DistTarget:
EA:
EstCost:
StrTarget:
DistTarget:
EA:
Repair the two spalls (300mm x 200mm x
2 YEARS 50mm each) at the easterly abutment
bearing seat #3 and #5.
Repair the spall (400mm x 100mm x 300 mm)
2 YEARS at the southerly curb closed to the
easterly joint.
Inspected By M. Zaarour/ G. Zorapapel
Registered Civil Engineer
Printed on: Wednesday 05/02/2007 01:53 PM 57C0215/AAAE/10836
STRUCTURE! INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
ON
(1) STATE NAME- CALIFORNIA
(8) STRUCTURE NUMBER
(5) INVENTORY ROUTE (ON/UNDER) -
(2) HIGHWAY AGENCY DISTRICT
(3) COUNTY CODE 073
(6) FEATURE INTERSECTED-
(7) FACILITY CARRIED-
(9) LOCATION-
(11) MILEPOINT/KILOMETERPOINT
(12) BASE HIGHWAY NETWORK- NOT ON NET
(13) LRS INVENTORY ROUTE & SUBROUTE
(16) LATITUDE 33 DEG 08 MIN 02 SEC
(17) LONGITUDE 117 DEG 19 MIN 55 SEC
(98) BORDER BRIDGE STATE CODE % SHARE *
(99) BORDER BRIDGE STRUCTURE NUMBER
069
57C0215
1500S1500
11
(4) PLACE CODE 11194
CARLSBAD BLVD
PALOMAR AIRPORT RD
11-SD-150-0-CBD
0
0
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- BOX BEAM OR GIRDER - MULTI CODE 205
(44) STRUCTURE TYPE APPR: MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF APPROACH SPANS
(107) DECK STRUCTURE TYPE- CIP CONCRETE CODE
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- BITUMINOUS CODE
B) TYPE OF MEMBRANE- NONE CODE
C) TYPE OF DECK PROTECTION- NONE CODE
*************** AGE AND SERVICE ***************
(27) YEAR BUILT 1953
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN 5
UNDER- HIGHWAY W/WO PEDESTP 1
(28) LANES:ON STRUCTURE 02 UNDER STRUCTURE 02
(29) AVERAGE DAILY TRAFFIC 7000
(30) YEAR OF ADT 1990 (109) TRUCK ADT 1 %
(19) BYPASS, DETOUR LENGTH 6 KM
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 28.7 M
(49) STRUCTURE LENGTH 93.9 M
(50) CURB OR SIDEWALK: LEFT 0.6 M RIGHT 1.5 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
(52) DECK WIDTH OUT TO OUT
APPROACH ROADWAY WIDTH (W/SHOULDERS)
BRIDGE MEDIAN- NO MEDIAN
SKEW 44 DEG (35) STRUCTURE FLARED
INVENTORY ROUTE MIN VERT CLEAR
INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR REF- HIGHWAY
(55) MIN LAT UNDERCLEAR RT REF- HIGHWAY
(56) MIN LAT UNDERCLEAR LT
(32)
(33)
(34)
(10)
(47)
7.9 M
10.6 M
7.9 M
0
NO
99.99 M
7.9 M
99.99 M
6.05 M
1.4 M
4.0 M
*************** 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
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
SUFFICIENCY RATING = 73.4
STATUS FUNCTIONALLY OBSOLETE
HEALTH INDEX 97.8
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 ***
(58) DECK
(59) SUPERS TRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
Y
0
16
0
N
2
.0
0
3
04
04
5
CODE
7
6
7
N
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- 68.9
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 40.8
(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)
(90)
(92)
A)
**************** APPRAISAL **************** CODE
STRUCTURAL EVALUATION 5
DECK GEOMETRY 3
UNDERCLEARANCES, VERTICAL & HORIZONTAL 4
WATER ADEQUACY N
APPROACH ROADWAY ALIGNMENT 6
TRAFFIC SAFETY FEATURES 0000
SCOUR CRITICAL BRIDGES N
********** PROPOSED IMPROVEMENTS **********
TYPE OF WORK- MISC STRUCTURAL WORK CODE 38
LENGTH OF STRUCTURE IMPROVEMENT 93.9 M
BRIDGE IMPROVEMENT COST $1,194,000
ROADWAY IMPROVEMENT COST $119,000
TOTAL PROJECT COST $1,792,000
YEAR OF IMPROVEMENT COST ESTIMATE 1999
FUTURE ADT 10000
YEAR OF FUTURE ADT 2015
*************** INSPECTIONS **********
INSPECTION DATE 03/07 (91) FREQUENCY
CRITICAL FEATURE INSPECTION:
FRACTURE CRIT DETAIL- NO
B) UNDERWATER INSP- NO
C) OTHER SPECIAL INSP- NO
(93)
MO A)
MO B)
MO C)
24 MO
CFI DATE
Printed on:Wednesday 05/02/2007 01:53 PM 57C0215/AAAE/10836