HomeMy WebLinkAbout57C0190; San Marcos Creek; El Camino Real; 2007-04-04Gx/frans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number :
Facility Carried:
Location :
City :
Inspection Date :
Inspection Type
57C0190
EL CAMINO REAL
0.2 MI N LA COSTA AVE
CARLSBAD
04/04/2007
Routine FC
D
Underwater Special Othern n n
STRUCTURE NAME; SAN MARCOS CREEK
CONSTRUCTION INFORMATION
Year Built : 1971
Year Widened: N/A
Length (m) : 57.3
Skew (degrees): 0
No. of Joints : 0
No. of Hinges : 0
Structure Description:Five simple PC/PS concrete deck units (16) with continuous composite
CIP/RC deck slab spans on two open end RC seated abutments,
supported on RC piles and on four RC pile (13) bents.
Span Configuration : (S) 5 @ 11.3 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
63.5
PPPPP
Type 3
metric tons
metric tons
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
N/A Type 3S2 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.3m br, 10.4 m,
Total Width: 29.3 m
4.6m med, 14.0 m, 0.3 m br
Net Width: 29.0 m
(E)
Rail Description: (W) Type 25 & (E) 9-11 Railing
Min. Vertical Clearance: Unimpaired
Type 3-3
No. of Lanes:
Rail Code :
N/A
5
1000
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural, well defined and weed filled w/ rip rap at the abutments.
CONDITION TEXT
CONDITION OF STRUCTURE
There are deck diagonal and transverse cracks moderate in size and density.
There are minor spalls in the inside face of east rail with exposed rebars.
The water level is about 1.5 meters deep in spans #2 and #3.
Otherwise, the structure appears in good condition.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
38
205
215
227
234
312
331
Concrete Slab -
Reinforced
Extension
Reinforced
Reinforced
Reinforced
Cone
Cone
Cone
Cone
Bare
Column or Pile
Abutment
Submerged Pile
Cap
Enclosed/Concealed Bearing
Reinforced Cone Bridge Railing
Env
2
2
2
2
2
2
2
Total Units
Qty
1640 sq.m.
52 ea.
59 m.
1 ea.
116 m.
2 ea.
93 m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
1640
52
59
1
116
2
93
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 05/02/2007 01:53 PM 57C0190/AAAF/10836
F#Elem Element Description
101
101
335 Other Bridge Railing
358 Deck Cracking
Env
2
2
Total Units
Qty
93 m.
1 ea.
Qty in each Condition State
St. 1
83
0
St. 2
10
0
St. 3 St. 4
0
1 0
St. 5
0
WORK RECOMMENDATIONS
RecDate: 04/04/2007 EstCost:
Action : Deck-Methacrylat StrTarget: 2 YEARS
Work By: LOCAL AGENCY DistTarget:
Status : PROPOSED EA:
Seal the deck cracks with methacrylate.
Inspected By M. Zaarour/ A. Shenouda
Registered Civil Engineer
Printed on:Wednesday 05/02/2007 .01:53 PM 57C0190/AAAF/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
57C0190
1500S3440
11
82.0
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
SAN MARCOS CREEK
EL CAMINO REAL
0.2 MI N 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 DEG 16 MIN 08 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 5
(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 Ajjn SERVICE ***************
(27) YEAR BUILT 1971
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY 5
(28) LANES:ON STRUCTURE 05 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 30000
(30) YEAR OF ADT 1990 (109)
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 0.0 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 0 DEG (35) STRUCTUR
(10) INVENTORY ROUTE MIN VERT CLEAR
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR REF- NOT
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA
(38) NAVIGATION CONTROL- NO CONTROL
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
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- 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
5
7
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- 63.5
(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
'RUCK ADT 3 %
14 KM
. 11.3 M
57.3 M
M RIGHT 0 . 0 M
IB 2 9 . 0 M
29.3 M
DERS) 29.0 M
0
FLARED NO
99.99 M
^R 29.0 M
99 . 99 M
VRR o.oo M
i/RR 0.0 M
0.0 M
j CODE 0
CODE
0.0 M
iEAR M
0.0 M
**************** APPRAISAL ***********
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
****** CODE
7
Q
(69) UNDERCLEARANCES , VERTICAL & HORIZONTAL N
(71) WATER ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113) SCOUR CRITICAL BRIDGES
(75) TYPE OF WORK-
(76) LENGTH OF STRUCTURE IMPROVEMENT
(94) BRIDGE IMPROVEMENT COST
(95) ROADWAY IMPROVEMENT COST
(96) TOTAL PROJECT COST
(97) YEAR OF IMPROVEMENT COST ESTIMATE
(114) FUTURE ADT
(115) YEAR OF FUTURE ADT .
*************** INSPECTIONS **********
(90) INSPECTION DATE 04/07 (91) FREQUENCY
(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)
9
8
1000
5
CODE
M
42000
2015
24 MO
CFI DATE
Printed on: Wednesday 05/02/2007 01:53 PM 57C0190/AAAF/10836