HomeMy WebLinkAbout57C0178; Buena Vista Creek Bridge Inspection Report; S Vista Way; 2007-04-04Gxftnxns
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
STRUCTURE NAME; BUENA VISTA CREEK
Bridge Number : 57C0178
Facility Carried: S VISTA WAY
Location : 100' N HAYMAR DR
City : CARLSBAD
Inspection Date : 04/04/2007
Inspection Type
Routine FC Underwater Special Other
B D D D D
CONSTRUCTION INFORMATION
Year Built : 1966
Year Widened: N/A
Length (m) : 21.6
Skew (degrees): 0
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
(6) bent.
Span Configuration : (S) 2 @ 10.7 m (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating:50.8
Operating Rating: 85.2
Permit Rating : PPPPP
Posting Load : Type 3
metric tons
metric tons
N/A
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.3 m br, 12.2 m, 0.3 m br (E)
Total Width: 12.8m Net Width: 12.2 m
Rail Description: Type 1 Railing
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, which cover 3% of the deck area.
There is one missing section of the east rail north side.
The northwesterly approach MBGR is damaged.
Otherwise the structure is in good condition.
Type 3-3
No. of Lanes:
Rail Code :
N/A
2
1000
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
12
110
Concrete Deck -
Reinforced Cone
Bare
Open
Env
3
3
Total Units
Qty
260 sq.m.
130 m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
260
130
0
0
0
0
0
0
0
0
Girder/Beam
101
101
101
101
205
215
227
234
Reinforced
Extension
Reinforced
Reinforced
Reinforced
Cone
Cone
Cone
Cone
Column or Pile
Abutment
Submerged Pile
Cap
3
3
2
3
6 ea.
26 m.
1 ea.
11 'm.
6
26
1
11
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 57C0178/AAAF/10836
KtElem Element Description
101
101
256 Slope Protection
333 Other Bridge Railing
Env
3
3
Total Units
Qty
2 ea.
56 m.
Qty in each Condition State
St. 1
2
56
St. 2
0
0
St. 3
0
0
St. 4
0
0
St. 5
0
0
WORK RECOMMENDATIONS
RecDate: 02/04/2004
Action : Railing-Repair
Work By: LOCAL AGENCY
Status : PROPOSED
EstCost: Replace the missing section of the east
StrTarget: 2 YEARS rail north side, and fix the
DistTarget: northwesterly approach MBGR that is
EA: damaged.
Inspected By M. Zaarour/ A. Shenouda
Registered Civil Engineer
Printed on:Wednesday 05/02/2007 01:53 PM 57C0178/AAAF/10836
STRUCTURE INVENTORY AMD 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
57C0178
150000000
11
5.1
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
BUENA VISTA CREEK
S VISTA WAY
100' N HAYMAR DR
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 10 MIN 48 SEC
LONGITUDE 117 DEG 19 MIN 44 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- TEE BEAM CODE 204
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT .. 2
(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 Q
C) TYPE OF DECK PROTECTION- NONE CODE 0
*************** AGE AJJQ SERVICE ***************
(27) YEAR BUILT 1966
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY 5
(28) LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 300
(30) YEAR'OF ADT 1990 (109) TRUCK ADT 2 %
(19) BYPASS, DETOUR LENGTH 199 KM
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 10.7 M
(49) STRUCTURE LENGTH 21.6 M
(50) CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB 12.2 M
(52) DECK WIDTH OUT TO OUT 12.8 M
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS) 12.2 M
(33) BRIDGE MEDIAN- NO MEDIAN 0
(34) SKEW 0 DEG (35) STRUCTURE FLARED NO
(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 12.2 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 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- LOCAL 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
19
0
N
2
0
0
3
04
04
5
CODE
7
7
7
9
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- 85.2
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 50.8
(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)
**************** APPRAISAL **************** CODE
STRUCTURAL EVALUATION 7
DECK GEOMETRY 9
UNDERCLEARANCES, VERTICAL & HORIZONTAL N
WATER ADEQUACY 9
APPROACH ROADWAY ALIGNMENT 4
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
350
2015
*************** INSPECTIONS **********
(90) INSPECTION DATE 04/07 (91) FREQUENCY 24 MO
(92) CRITICAL FEATURE INSPECTION:
A) FRACTURE CRIT DETAIL- NO
B) UNDERWATER INSP- NO
C) OTHER SPECIAL INSP- NO
(93) CFI DATE
MO A)
MO B)
MO C)
Printed on:Wednesday 05/02/2007 01:53 PM 57C0178/AAAF/10836