HomeMy WebLinkAbout57C0283; Encinitas Creek .15mi S Olivenhain Rd; Rancho Sante Fe Road; 2008-02-15Page 1 of 2
fa/trans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0283
Facility Carried: RANCHO SANTA FE RD
Location : 0.15 MI S OLIVENHAIN RD
City : CARLSBAD
Inspection Date : 02/15/2008
Inspection Type _
Routine PC Underwater Special
D D D D
Other
STRUCTURE NAME: ENCINITAS CREEK
CONSTRUCTION INFORMATION
Year Built Unknown
Year Widened: N/A
Length (m) : 7
Skew (degrees): o
No. of Joints : o
No. of Hinges : 0
Structure Description;Double 3.0 m x 2.1 m x 10.1 m gradetop RGB, supported on unknown.
Span Configuration :(S) 2 @ 3.0 m (W) clear normal
LOAD CAPACITY AND RATINGS
Design Live Load: OTHER OR UNKNOWN
Inventory Rating: 24.5 metric tons
Operating Rating: 40.8 metric tons
Permit Rating : ppppp
Posting Load : Type 3 N/A
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 1.7m sw, 10.2m, 3.8m med, 9.2m, 1.7m sw. (E)
Total Width: 10.1m Net Width: 8.8 m
Rail Description: Timber Railing
Hin. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural, poorly defined and weed filled.
No. of Lanes : 2
Rail Code : 0000
CONDITION TEXT
HISTORY
This box culvert was replace by new box culvert. The new bridge is 57C0770 That was built
in 2004.
SPECIAL FILE WORK
Remove all documents of the old bridge 57C0283 from the active file to the Superseded
file.
ELEMENT INSPECTION RATINGS
FttElem Element Description
101 241 Reinforced Concrete Culvert
Env Total Units Qty in each Condition State
Qty
2 10
St. 1 St. 2 St. 3 St. 4
m. 10 00 0
St. 5
0
WORK RECOMMENDATIONS - NONE
Inspected By : MT.Zaarour
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C02S3/AAAG/12950
Page 2 of 2
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
70.8
(1)
(8)
(5)
(2)
(3)
(6!
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
(44)
(45)
(46)
(107)
(108)
A)
B)
C)
(27)
[106)
(42)
(28)
(29)
(30)
(19)
(48)
(49)
(50)
(51)
(52)
(32)
(33)
(34)
(10)
(47)
(53)
(54)
(55)
(56)
(38)
(111)
(39)
(116)
(40)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE(ON/UNDER)-
HIGHWAY AGENCY DISTRICT
069
57C0283
1500S3450
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
ENCINITAS CREEK
RANCHO SANTA FE RD
0.15 MI S OLIVENHAIN RD
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 03 MIN 54 SEC
LONGITUDE 117 DEG 14 MIN 42 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
STRUCTURE TYPE MAIN:MATERIAL- CONCRETE
TYPE- CULVERT CODE 119
STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
NUMBER OF SPANS IN MAIN UNIT
NUMBER OF APPROACH SPANS
DECK STRUCTURE TYPE- CIP CONCRETE CODE
WEARING SURFACE / PROTECTIVE SYSTEM:
TYPE OF WEARING SURFACE- BITUMINOUS CODE
TYPE OF MEMBRANE- NONE CODE
TYPE OF DECK PROTECTION- NONE CODE
*************** AGE AND SERVICE ***************
YEAR BUILT
YEAR RECONSTRUCTED
TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN S
UNDER- WATERWAY 5
LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
AVERAGE DAILY TRAFFIC 5000
YEAR OF ADT 1990 (109) TRUCK ADT 2 %
BYPASS, DETOUR LENGTH 6 KM
*************** GEOMETRIC DATA ****************
LENGTH OF MAXIMUM SPAN 3.0 M
STRUCTURE LENGTH 7.0 M
CURB OR SIDEWALK: LEFT 1.0 M RIGHT 0.3 M
BRIDGE ROADWAY WIDTH CURB TO CURB 8.8 M
DECK WIDTH OUT TO OUT 10.1 M
APPROACH ROADWAY WIDTH (W/SHOULDERS) 8.8 M
BRIDGE MEDIAN- NO MEDIAN 0
SKEW 0 DEG (35) STRUCTURE FLARED NO
INVENTORY ROUTE MIN VERT CLEAR 99.99 M
INVENTORY ROUTE TOTAL HORIZ CLEAR 8.8 M
MIN VERT CLEAR OVER BRIDGE RDWY 99.99 M
MIN VERT UNDERCLEAR REF- NOT H/RR 0.00 M
MIN LAT UNDERCLEAR RT REF- NOT H/RR 0.0 M
MIN LAT UNDERCLEAR LT 0.0 M
*************** NAVIGATION DATA ***************
NAVIGATION CONTROL- NO CONTROL CODE 0
PIER PROTECTION- CODE
NAVIGATION VERTICAL CLEARANCE ' 0.0 H
VERT-LIFT BRIDGE NAV MIN VERT CLEAR M
NAVIGATION HORIZONTAL CLEARANCE 0.0 M
100.0
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX = N/A
************* CLASSIFICATION *************
(112) NBIS BRIDGE LENGTH- YES
(104) HIGHWAY SYSTEM- NOT ON NHS
(26) FUNCTIONAL CLASS- MINOR ARTERIAL URBAN
(100) DEFENSE HIGHWAY- NOT STRAHNET
(101) PARALLEL STRUCTURE- NONE EXISTS
(102) DIRECTION OF TRAFFIC- 2 WAY
(103) TEMPORARY STRUCTURE-
(105) FED.LANDS HWY- NOT APPLICABLE
(110) DESIGNATED NATIONAL NETWORK - NOT ON NET
(20) TOLL- ON FREE ROAD
(21) MAINTAIN- CITY OR MUNICIPAL HIGHWAY AGENCY
(22) OWNER- CITY OR MUNICIPAL HIGHWAY AGENCY
(37) HISTORICAL SIGNIFICANCE- NOT ELIGIBLE
**************** CONDITION **J
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
Y
0
16
0
N
2
0
0
3
04
04
5
CODE
N
N
N
8
8
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- OTHER OR UNKNOWN 0
(63) OPERATING RATING METHOD- LOAD FACTOR 1
(64) OPERATING RATING- 40.8
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 24.5
(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 ************
STRUCTURAL EVALUATION
DECK GEOMETRY
UNDERCLEARANCES, VERTICAL & HORIZONTAL
WATER ADEQUACY
APPROACH ROADWAY ALIGNMENT
TRAFFIC SAFETY FEATURES
SCOUR CRITICAL BRIDGES
********** 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
6
4
N
9
3
0000
CODE
7000
2015
*************** INSPECTIONS ***************
(90) INSPECTION DATE 04/07 (91) FREQUENCY 24 MO
(92) CRITICAL FEATURE INSPECTION: (93) CFI DATE
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0283/AAAG/12950