HomeMy WebLinkAbout57C0769; Encinitas Creek Culvert B; Rancho Santa Fe RD; 2008-01-17Page 1 of 3
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
GxJfmns
Bridge Number :
Facility Carried:
Location :
City :
Inspection Date :
Inspection Type
57C0769
RANCHO SANTA FE RD
0.3M S/0 OLIVENHAIN RD
CARLSBAD
01/17/2008
Bridge Inspection Report Routine
| x |
FCn Underwatern Specialn Othern
STRUCTURE NAME: ENCINITAS CREEK CULVERT 'B1
CONSTRUCTION INFORMATION
Year Built : 2004
Year Widened: N/A
Length (m) : 9.8
Skew (degrees): 0
No. of Joints : 0
No. of Hinges : 0
Structure Description: Triple 3.0 mx 1.5 mx 29 mRC box culvert non grade top under 0.6 m
of earth fill.
Span Configuration :(S) 3 @ 3.0 m (N) clear.
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 32.4 metric tons
Operating Rating: 54 metric tons
Permit Rating : PPPPP
Posting Load : Type 3 English tons Type 3S2 English tons Type 3-3 English tons
Calculation Method: NO RATING ANALYSIS
Calculation Method: NO RATING ANALYSIS
i.7 m, 4.4 m med, 8.7 m, 1.5 m sw, 2.0 m ea, (E)
Net Width: 17.4 m No. of Lanes: 4
Rail. Code : 0000
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 2.0m ea, 1.7 m sw,
Total Width: .0 m
Rail Description: CLF
Win. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural channel
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 2004. OSMI was notified end of 2007. The structure is inspected
accordance to ABME Procedures Manual. The bridge is in good condition.
UNDERWATER INVESTIGATION
There was 0.2 meter deep water no scour was visible. No underwater investigation was
necessary.
ELEMENT INSPECTION RATINGS
F#Elem Element Description Env Total Units Qty in each Condition State
Qty St. 1 St. 2 St. 3 St. 4 St. 5
101 241 Reinforced Concrete Culvert 29 29
WORK RECOMMENDATIONS - NONE
Printed on:Wednesday 02/27/2008 11:49 AM 57C0769/DSMI/12950
Inspected By : M. Zaarour/M. Zolfaghari
Page 2 of 3
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0769/DSMI/12950
Page 3 of 3
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
ON
069
57C0769
1510S345
11
(4) PLACE CODE 11194
ENCINITAS CREEK
RANCHO SANTA FE RD
(1) STATE NAME- CALIFORNIA
(8) STRUCTURE NUMBER
(5) INVENTORY ROUTE (ON/UNDER) -
(2) HIGHWAY AGENCY DISTRICT
(3) COUNTY CODE 073
(6) FEATURE INTERSECTED-
(7) FACILITY CARRIED-
(9) LOCATION- 0.3M S/0 OLIVENHAIN RD
(11) MILEPOINT/KILOMETERPOINT
(12) BASE HIGHWAY NETWORK- NOT ON NET 0
(13) LRS INVENTORY ROUTE & SUBROUTE
(16) LATITUDE 33 DEC 03 MIN 56.4 SEC
(17) LONGITUDE 117 DEG 14 MIN 41.5 SEC
(98) BORDER BRIDGE STATE CODE % SHARE *
(99) BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE
TYPE- CULVERT CODE 119
(44) STRUCTURE TYPE APPR: MATERIAL -
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT 3
(46) NUMBER OF APPROACH SPANS 0
(107) DECK STRUCTURE TYPE- NOT APPLICABLE CODE N
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NOT APPLICABLE CODE N
B) TYPE OF MEMBRANE- NOT APPLICABLE CODE N
C) TYPE OF DECK PROTECTION- NOT APPLICABLE CODE N
*************** AGE AND SERVICE ***************
(27) YEAR BUILT 2004
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
UNDER- WATERWAY
(28) LANES: ON STRUCTURE 04 UNDER STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 2008
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 3.2 M
(49) STRUCTURE LENGTH 9.8 M
(50) CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M
(109) TRUCK ADT
5
5
00
600
1 %
2 KM
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33) BRIDGE MEDIAN- CLOSED NON-MOUNTABLE
(34) SKEW 0 DEG (35) STRUCTURE FLARED
(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 H/RR
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA *******
(38) NAVIGATION CONTROL- NOT APPLICABLE
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
17.4 M
0.0 M
21.8 M
3
NO
99.99 M
8.7 M
99.99 M
0.00 M
0.0 M
0.0 M
NCODE
CODE
0.0 M
0.0 M
0.0 M
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX =
95.9
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
100.0
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 ***
(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
9
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18 OR HS-20 5
(63) OPERATING RATING METHOD- NO RATING ANALYSIS 5
(64) OPERATING RATING- 54.0
(65) INVENTORY RATING METHOD- NO RATING ANALYSIS 5
(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)
(90)
(92)
**************** APPRAISAL **************** CODE
STRUCTURAL EVALUATION 3
DECK GEOMETRY 5
UNDERCLEARANCES, VERTICAL & HORIZONTAL N
WATER ADEQUACY 8
APPROACH ROADWAY ALIGNMENT 8
TRAFFIC SAFETY FEATURES 0000
SCOUR CRITICAL BRIDGES 6
********** 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
750
2015
*************** INSPECTIONS ***************
INSPECTION DATE 01/08 (91) FREQUENCY 48 MO
CRITICAL FEATURE INSPECTION:
A) FRACTURE CRIT DETAIL-
B) UNDERWATER INSP-
C) OTHER SPECIAL INSP-
NO
(93) CFI DATE
MO A)
0 MO B)
0 MO C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0769/DSMI/12950