HomeMy WebLinkAbout57C0667L; San Marcos Creek; West Carlsbad Blvd; 2007-03-27Co/trans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0667L
Facility Carried: WEST CARLSBAD BLVD
Location : 0.5 mi N/0 La Costa Ave
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine FC
D
Underwater Special Othernn n
STRUCTURE NAME; SAN MARCOS CREEK
CONSTRUCTION INFORMATION
Year Built : 1995
Year Widened: N/A
Length (m) : 63.4
Skew (degrees): 0
No. of Joints : 2
No. of Hinges : 0
Structure Description:6 span continuous CIP/RC slab supported by driven PC/PS concrete
pile bents (5 per bent) and by open end RC diaphragm abutments on
driven PC/PS concrete piles.
Span Configuration : (S) 9.0m, 4@11.4m, 9.0m (N)
LOAD CAPACITY AND RATINGS
Design Live Load.: MS-18+MOD OR HS-20+MOD
32.4 metric tons
54 metric tons
PPPPP
Type 3 N/A
Inventory Rating:
Operating Rating:
Permit Rating :
Posting Load :
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.5m br, 11.6m, 0'. 5m br (E)
Total Width: 12.6m Net Width: 11.6 m
Rail Description: Type 25- concrete
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural defined sandy bay, riprap bank
CONDITION TEXT
CONDITION OF STRUCTURE
The structure is in good condition.
No. of Lanes: 2
Rail Code : 1111
ELEMENT INSPECTION RATINGS
F#Elem
101
101
101
101
101
101
101
101
101
38
204
215
226
256
301
302
321
331
Element Description
Concrete Slab - Bare
P/S Cone Column or Pile
Extension
Reinforced Cone Abutment
P/S Cone Submerged Pile
Slope Protection
Pourable Joint Seal
Compression Joint Seal
Reinforced Cone Approach Slab
w/ or w/o AC Ovly
Reinforced Cone Bridge Railing
Env
4
4
4
4
4
4
4
4
4
Total
Qty
802
15
25
16
2
26
26
4
153
Units
sq.m.
ea.
m.
ea.
ea.
m.
m.
ea.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
802
15
25
16
2
26
26
4
153
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
0
0
0
0
0
0
0
0
WORK RECOMMENDATIONS - NONE
Printed on:Thursday 05/03/2007 07:18 AM 57C0667L/AAAE/10836
Inspected By : M. Zaarour/ G. Zorapapel
Registered Civil Engineer
Printed on:Thursday 05/03/2007 07:18 AM 57COS67L/AAAE/10836
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER)-
HIGHWAY AGENCY DISTRICT
ON
069
57C0667L
150000000
11
99.5
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
SAN MARCOS CREEK
WEST CARLSBAD BLVD
0.5 mi N/0 La Costa Ave
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEC 05 MIN 16 SEC
LONGITUDE 117 DEC 18 MIN 46 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
******!* STRUCTURE TYPE AND MATERIAL
STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- SLAB CODE 201
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT 6
(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 g
B) TYPE OF MEMBRANE- NONE CODE 0
C) TYPE OF DECK PROTECTION- NONE CODE 0
*************** AGE AND SERVICE ***************
(27) YEAR BUILT 1995
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY 5
LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
AVERAGE DAILY TRAFFIC 5000
YEAR OF ADT 2000 (109) TRUCK ADT 3 %
2 KM
(28)
(29)
(30)
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 11.4 M
(49) STRUCTURE LENGTH 63.4 M
(50) CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB 11.6 M
(52) DECK WIDTH OUT TO OUT 12.6 M
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS) 11.6 M
(33) BRIDGE MEDIAN- NO MEDIAN 0
(34) SKEW 0 DEC (35) STRUCTURE FLARED NO
(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 11.6 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 0.0 M
(40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
100.0
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- MINOR ARTERIAL URBAN
DEFENSE HIGHWAY- NOT STRAHNET
PARALLEL STRUCTURE- NONE EXISTS
DIRECTION OF TRAFFIC- 1 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
16"
0
N
1
0
0
3
04
04
5
CODE
7
7
N
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6
(63) OPERATING RATING METHOD- LOAD FACTOR 1
(64) OPERATING RATING- 54.0
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 32.4
(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 ************J
STRUCTURAL EVALUATION
DECK GEOMETRY
UNDERCLEARANCES, VERTICAL & HORIZONTAL
WATER ADEQUACY
APPROACH ROADWAY ALIGNMENT
TRAFFIC SAFETY FEATURES
SCOUR CRITICAL BRIDGES
CODE
7
7
N
1111
********** 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
7000
2020
*************** INSPECTIONS ***************
(90) INSPECTION DATE 03/07 (91) FREQUENCY 24 MO
(92) CRITICAL FEATURE INSPECTION: (93)
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
CFI DATE
Printed.on:Thursday 05/03/2007 07:18 AM 57C0667L/AAAE/10836