HomeMy WebLinkAbout57C0764; Encinitas Creek; Levante Street; 2008-01-15(attrans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Page 1 of 3
Bridge Number : 57C07S4
Facility Carried: LEVANTE STREET
Location : 200 FT W/0 EL CAMINO REA
City : CARLSBAD
Inspection Date : 01/15/2008
Inspection Type
Routine FC Underwater Special Other
[p D D D D
STRUCTURE NAME: ENCINITAS CREEK
CONSTRUCTION INFORMATION
Year Built : 2000
Year Widened: N/A
Length (m) : 36.6
Skew (degrees) : o
No. of Joints : 2
No. of Hinges : 0
Structure Description:Continuous three spans RC slab on two open RC diaphragm abutments
supported on 45T RC piles and on two RC pile (10) bents.
Span Configuration :(W) 11.5 m, 13.4 m, 11.5m (E). c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
32.4 metric tons
53 metric tons
PPPPP
Type 3 English tons
Inventory Rating:
Operating Rating:
Permit Rating :
Posting Load :
Calculation Method: NO RATING ANALYSIS
Calculation Method: NO RATING ANALYSIS
English tons Type 3-3
No. of Lanes:
Rail Code :
Type 3S2
DESCRIPTION ON STRUCTURE
Deck X-Section: (N) 0.5m br, 1.7 m sw, 14.6 m, 1.7m sw, 0.3 m br (S)
Total Width: 18.6m Net Width: 14.6 m
Rail Description: Type 26 mod.
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural with RSP
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 2000. OSMI was notified end of 2007. The structure is inspected
accordance to ABME Procedures Manual. The bridge is in good condition.
English tons
2
1111
UNDERWATER INVESTIGATION
There was 0.5 meter deep water. The columns were outside the water, and no scour was
visible. No underwater investigation was necessary.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
38
204
215
256
301
321
331
Concrete Slab - Bare
P/S Cone Column or Pile
Extension
Reinforced Cone Abutment
Slope Protection
Pourable Joint Seal
Reinforced Cone Approach Slab
w/ or w/o AC Ovly
Reinforced Cone Bridge Railing
Env Total Units
Qty
2
2
2
2
2
2
2
680 sq.m.
20 ea.
37 m.
2 ea.
30 m.
4 ea.
96 m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
680
20
37
2
30
4
96
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 02/27/2008 11:49 AM S7C0764/DSMI/12950
Page 2 of 3
WORK RECOMMENDATIONS - NONE
CHANNEL
Side :
Measured
Location
Abutment
Abutment
X-SECTION
Upstream
From : top of rail (S)
Horiz (m)
#1 (w)
#4
0
5
13
23
0
00
80
10
70
00
Vert (m)
2
5
6
5
2
60
80
00
70
55
X-Section Date: 01/15/2008
Comments
face of abutment
toe of slope
toe of slope
face of abutment
Inspected By M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0764/DSMI/12950
STRUCTURE INVENTORY AND APPRAISAL REPORT
Page 3 of 3
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
100.0
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER) -
HIGHWAY AGENCY DISTRICT
ON
069
57C07S4
15100000
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
ENCINITAS CREEK
LEVANTE STREET
200 FT W/0 EL CAMINO REAL
0
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 04 MIN 40.8 SEC
LONGITUDE 117 DEG 16 MIN 01 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
(109) TRUCK ADT
5
5
00
500
1 '%
1 KM
STRUCTURE TYPE MAIN: MATERIAL- CONCRETE CONT
TYPE- SLAB CODE 201
(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- CIP CONCRETE CODE 1
(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 2000
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
UNDER- WATERWAY
(28) LANES:ON STRUCTURE 02 UNDER STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 2007
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 13.4 M
(49) STRUCTURE LENGTH 36.6 M
(50) CURB OR SIDEWALK: LEFT 1.7 M RIGHT 1.7
(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) 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 CODE N
(111) PIER PROTECTION- CODE
(39) NAVIGATION VERTICAL CLEARANCE 0.0 M
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR 0.0 M
(40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
M
14.6 M
18.6 M
14.6 M
0
NO
99.99 M
14.6 M
99.99 M
0.00 M
0 .0 M
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
8
9
N
(31)
(63)
(64)
(65)
(66)
(70)
(41)
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
********* LOAD RATING AND POSTING ********* CODE
DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6
OPERATING RATING METHOD- NO RATING ANALYSIS 5
OPERATING RATING- 53 . 0
INVENTORY RATING METHOD- NO RATING ANALYSIS 5
INVENTORY RATING- 32.4
BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
STRUCTURE OPEN, POSTED OR CLOSED- A
DESCRIPTION- OPEN, NO RESTRICTION
CODE**************** APPRAISAL ***************
STRUCTURAL EVALUATION
DECK GEOMETRY
UNDERCLEARANCES, VERTICAL & HORIZONTAL
WATER ADEQUACY
APPROACH ROADWAY ALIGNMENT
TRAFFIC SAFETY FEATURES
SCOUR CRITICAL BRIDGES
********** PROPOSED IMPROVEMENTS *********
TYPE OF WORK- CODE
LENGTH OF STRUCTURE IMPROVEMENT
BRIDGE IMPROVEMENT COST
ROADWAY IMPROVEMENT COST
TOTAL PROJECT COST
YEAR OF IMPROVEMENT COST ESTIMATE
FUTURE ADT 600
YEAR OF FUTURE ADT 2015
8
1111
6
M
*************** INSPECTIONS ***************
(90) INSPECTION DATE 01/08 (91) FREQUENCY 48 MO
(92) CRITICAL FEATURE INSPECTION: (93) CFI DATE
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- 0 MO B)
C) OTHER SPECIAL INSP- 0 MO C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0764/DSMI/12950