HomeMy WebLinkAbout57C0598; Poinsettia Lane OH; Poinsettia Lane; 2007-03-27page
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DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0598
Facility Carried: POINSETTIA LANE
Location : 0.35 MI W ROUTE 1-5
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine
I x I
FC Underwater Special Othern n D D
STRUCTURE NAME; POINSETTIA LANE OH
CONSTRUCTION INFORMATION
Year Built : 1983
Year Widened: 2002
Length (m) : 43.3
Skew (degrees) : 7
No. of Joints : 4
No. of Hinges : 0
Structure Description:Three simple PC/PS deck slab units (11) spans on two open end RC
seated abutments and two RC wall piers, all supported on steel piles
(HP14X89).
Span Configuration :(W) 3 @ 14.3 m (E) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
Inventory Rating: 32.6 metric tons
Operating Rating: 53.5 metric tons
Permit Rating : PPPPP
Posting Load : Type 3 N/A
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (S) 0.3 m br, 1.5 m sw, 10.1 m, 1.5 m med, 9.1m 1.5m sw, 0.5 m br (N)
Total Width: 23.6m Net Width: 23 .0 m No. of Lanes: 4
Rail Description: Types 25 & 26 Railing Rail Code : 1111
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: None.
CONDITION TEXT
CONDITION OF STRUCTURE
There are failed patches 1 meter each at abutment joints #1 and #4.
Otherwise, The structure is in good condition.
MISCELLANEOUS
The structure has been widened in 2002 and there is no As-built in our record for the
widened portion.
ELEMENT INSPECTION RATINGS
FtElem Element Description
101
101
101
101
101
101
101
39
210
215
225
256
303
312
Concrete Slab - Unprotected w/
AC Overlay
Reinforced Cone Pier Wall
Reinforced Cone Abutment
Unpainted Steel Submerged Pile
Slope Protection
Assembly Joint/Seal (modular)
Enclosed/Concealed Bearing
Env
4
4
4
3
4
4
4
Total Units
Qty
1008 sq.m.
43 m.
43 m.
1 ea.
2 ea.
56 m.
2 ea.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
1008
43
43
1
2
56
2
0
0
0
0
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 05/23/2007 07:12 AM 57C0598/AAAE/10836
Page
FtElem
101 331
Element Description
Reinforced Cone Bridge Railing
Env Total
Qty
4 107
Units
m.
Qty in
St. 1 St.
90
each Condition
2 St. 3 St.
17 0
State
4 St.
0
5
0
WORK RECOMMENDATIONS
RecDate: 03/27/2007 EstCost: Repair the 2 failed patches 1 meter each
Action : Joints-Repair/Cl StrTarget: 2 YEARS at abutment joints #1 and #4.
Work By: LOCAL AGENCY DistTarget:
Status : PROPOSED EA:
Inspected By : M. Zaarour/ G. Zorapapel
Registered Civil Engineer
Printed on: Wednesday 05/23/2007 07:12 AM 57C0598/AAAE/10836
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
ON
069
57C0598
1500S3480
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
NCTD, BNSF RY, & AMTRAK
POINSETTIA LANE
0.35 MI W ROUTE 1-5
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEC 06 MIN 07 SEC
LONGITUDE 117 DEC 18 MIN 57 SEC
BORDER BRIDGE STATE CODE % SHARE %
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
PRESTRESS CONC
CODE 501
(43) STRUCTURE TYPE MAIN:MATERIAL-
TYPE- SLAB
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT 3
(46) NUMBER OF APPROACH SPANS 0
(107) DECK STRUCTURE TYPE- PRECAST CONC. PA CODE 2
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- BITUMINOUS CODE g
B) TYPE OF MEMBRANE- NONE CODE Q
C) TYPE OF DECK PROTECTION- NONE CODE 0
*************** AGE pjjf) SERVICE ***************
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
UNDER- RAILROAD
04 UNDER STRUCTURE
(109) TRUCK ADT
1983
2002
5
2
00
4000
1 %
3 KM
(28) LANES:ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 1990
(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 NON-MOUNTABLE
(34) SKEW 7 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
(55) 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
14.3 M
43.3 M
RIGHT 0.0 M
23.0 M
23.6 M
23.0 M
3
NO
99.99 M
18.1 M
99.99 M
7.09 M
3.0 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 = 97.4
STATUS
HEALTH INDEX 99.8
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 ****************
DECK
SUPERSTRUCTURE
SUBSTRUCTURE
CHANNEL & CHANNEL PROTECTION
CULVERTS
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
7
7
7
N
N
CODE
6
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
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
**************** APPRAISAL **************** CODE
STRUCTURAL EVALUATION 7
DECK GEOMETRY 9
UNDERCLEARANCES, VERTICAL & HORIZONTAL 4
WATER ADEQUACY N
APPROACH ROADWAY ALIGNMENT 8
TRAFFIC SAFETY FEATURES 1111
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
5000
2015
*************** INSPECTIONS ***************
INSPECTION DATE 03/07 (91) FREQUENCY 24(90)
(92) CRITICAL FEATURE INSPECTION
A) FRACTURE CRIT DETAIL- NO
B) UNDERWATER INSP- NO
C) OTHER SPECIAL INSP- NO
MO
(93) CFI DATE
MO A)
MO B)
MO C)
Printed on: Wednesday 05/23/2007 07:12 AM 57C0598/AAAE/10836