HomeMy WebLinkAbout57C0179; Buena Vista Creek Bridge Inspection Report; Haymar Drive; 2007-04-04Ca/fransf
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number :
Facility Carried:
Location :
City :
Inspection Date :
Inspection Type
57C0179
HAYMAR DR
0.35 MI E OF EL CAMINO R
CARLSBAD
04/04/2007
Routine FC Underwater Special Other
00 D D D D
STRUCTURE NAME; BUENA VISTA CREEK
CONSTRUCTION INFORMATION
Year Built : 1966
Year Widened: N/A
Length (m) : 25
Skew (degrees): 31
No. of Joints : 0
No. of Hinges : 0
Structure Description: Two continuous CIP/RC "T" beam girder (6) spans on two open end RC
diaphragm abutments, supported on concrete piles, and on one RC pile
(7) bent.
Span Configuration : (W) 2 @ 12.2 m (E) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 42.6
Operating Rating:
Permit Rating :
Posting.Load :
69.8
PPPPP
Type 3
metric tons
metric tons
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
N/A Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (S) 0.3m br, 11.0 m, 0.3 m br (N)
Total Width: 11.6m Net Width: 11.0 m
Rail Description: Type 1 Railing W/ CLF instead the top metal
tube.
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Concrete lined, trapezoidal section.
CONDITION TEXT
CONDITION OF STRUCTURE
There is light scaling of the top deck.
Otherwise, the structure appears to be in good condition.
No. of Lanes: 2
Rail Code : 1000
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
12
110
205
215
234
256
333
Concrete Deck -
Reinforced Cone
Girder/Beam
Reinforced Cone
Extension
Reinforced Cone
Reinforced Cone
Slope Protection
Bare
Open
Column or Pile
Abutment
Cap
Other Bridge Railing
Env
3
3
3
3
3
3
3
Total
Qty
270
150
7
27
10
2
68
Units
sg.m.
m.
ea.
m.
m.
ea.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
270
150
7
27
10
2
68
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 57C0179/AAAE/10836
WORK RECOMMENDATIONS - NONE
Inspected By : M. Zaarour/ A. Shenouda
Registered Civil Engineer
Printed on: Wednesday 05/02/2007 01:53 PM 57C0179/AAAE/10836
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(21
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
ON
069
57C0179
150000000
11
(4) PLACE CODE 11194
BUENA VISTA CREEK
HAYMAR DR
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER)-
HIGHWAY AGENCY DISTRICT
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION- 0.35 MI E OF EL CAMINO RE
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 10 MIN 51 SEC
LONGITUDE 117 DEG 19 MIN 15 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
CODE
STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- TEE BEAM CODE 204
(44) STRUCTURE TYPE APPR :MATERIAL-
TYPE-
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF APPROACH SPANS
(107) DECK STRUCTURE TYPE- CIP CONCRETE
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE
B) TYPE OF MEMBRANE- NONE
C) TYPE OF DECK PROTECTION- NONE
*************** AGE AJJD SERVICE ****
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY
UNDER- WATERWAY
CODE
CODE
CODE
CODE
(28) LANES:ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 1990
02 UNDER STRUCTURE
(109) TRUCK ADT
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA **
(48) LENGTH OF MAXIMUM SPAN
STRUCTURE LENGTH
CURB OR SIDEWALK: LEFT 0.0 M
BRIDGE ROADWAY WIDTH CURB TO CURB
DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33) BRIDGE MEDIAN- NO MEDIAN
(34) SKEW 31 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- NOT H/RR
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
MIN LAT UNDERCLEAR LT
*********** NAVIGATION DATA *******
1966
0000
1
5
00
100
0 %
199 KM
(49)
(50)
(51)
(52)
(10)
(47)
(56)
12.2 M
25.0 M
RIGHT 0.0 M
11.0 M
11.6 M
11.0 M
0
NO
99.99 M
11.0 M
99.99 M
0.00 M
0.0 M
0.0 M
NO CONTROL(38) NAVIGATION CONTROL-
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
CODE 0
CODE
0.0 M
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 = 92.1
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 OR HS-20
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
9
N
CODE
5
1
69.8
1
42.6
(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 N
WATER ADEQUACY 9
APPROACH ROADWAY ALIGNMENT 7
TRAFFIC SAFETY FEATURES 1000
SCOUR CRITICAL BRIDGES 8
********** PROPOSED IMPROVEMENTS J
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
120
2015
*************** 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)
24 MO
CFI DATE
Printed on: Wednesday 05/02/2007 01:53 PM 57C0179/AAAE/10836