HomeMy WebLinkAbout57C0765; Encinitas Creek; Calle Barcelona; 2008-01-15fa/ffans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Page 1 of 3
Bridge Number : 57C0765
Facility Carried: CALLE BARCELONA
Location : 200 FT W/O EL CAMINO REA
City : CARLSBAD
Inspection Date : 01/15/2008
Inspection Type
Routine FC Underwater Special Other
H D D D D
STRUCTURE NAME: ENCINITAS CREEK
CONSTRUCTION INFORMATION
Year Built : 2000
Year Widened: N/A
Length (m) : 34
Skew (degrees): 0
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 (14) bents.
Span Configuration : (W) 10.3 m, 13.4 m, 10.3 m (E) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
Inventory Rating: 32.4 metric tons
Operating Rating: 54 metric tons
Permit Rating : ppppp
Posting Load : Type 3 English tons
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 English tons Type 3-3 English tons
DESCRIPTION ON STRUCTURE
Deck X-Section: (N) 0.3 m br, 1.7 m sw, 21.0 m, 1.7 m sw, 0.3 m br (S)
Total Width: 24.9m Net Width: 21.0 m No. of Lanes:
Rail Description: Type 26 mod. Rail Code :
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.
4
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
226
301
321
331
Concrete Slab - Bare
P/S Cone Column or Pile
Extension
Reinforced Cone Abutment
P/S Cone Submerged Pile
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
456 sq.m.
28 ea.
51 m.
1 ea.
50 m.
8 ea.
80 m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
456
28
51
1
50
8
80
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 57C0765/DSMI/12950
Page 2 of 3
WORK RECOMMENDATIONS - NONE
CHANNEL X- SECTION
Side : Upstream
Measured From : top of cone .
Location
Abutment #1 (W)
Abutment #4
rail (S)
Horiz (m)
0.00
6.30
12.90
28.20
0.00
X-Section Date: 01/15/2008
Vert (m) Comments
3
4
4
4
2
.30 face of abutment
.90
80
10
30 face of abutment #4
Inspected By : M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0765/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
57C0765
15100000
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
ENCINITAS CREEK
CALLE BARCELONA
200 FT W/0 EL CAMINO REAL
0
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET
LRS INVENTORY ROUTE i SUBROUTE
LATITUDE 33 DEG 04 MIN 23.4 SEC
LONGITUDE 117 DEG 15 MIN 48.6 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
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 jj
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 5
UNDER- WATERWAY . 5
(28) LANES: ON STRUCTURE 04 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 500
(30) YEAR OF ADT 2000 (109) TRUCK ADT 1 %
(19) BYPASS, DETOUR LENGTH 1 KM
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 13.4 M
(49) STRUCTURE LENGTH 34.0 M
(50) CURB OR SIDEWALK: LEFT 1.7 M RIGHT 1.7 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB 21.0 M
(52) DECK WIDTH OUT TO OUT 24.9 M
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS) 21.0 M
(33) BRIDGE MEDIAN- NO MEDIAN 0
(34) SKEW 0 DEG (35) STRUCTURE FLARED YES
(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 21.0 M
(53) MIN VERT CLEAR OVER BRIDGE RDWY 99.99 M
(54) MIN VERT UNDERCLEAR REP- 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- 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
100.0
N/A
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX =
************* CLASSIFICATION *************
(112) NBIS BRIDGE LENGTH- YES
(104) HIGHWAY SYSTEM- NOT ON NHS
(26) FUNCTIONAL CLASS- LOCAL 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 ***
(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
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6
(63) OPERATING RATING METHOD- LOAD FACTOR 1
(64) OPERATING RATING- 54.0
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(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
CODE
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
(90)
(92)
A)
B)
C)
**************** 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
7
9
N
8
8
1111
6
M
*************** INSPECTIONS ***************
INSPECTION DATE 01/08 (91) FREQUENCY 48 MO
CRITICAL FEATURE INSPECTION: (93) CFI DATE
FRACTURE CRIT DETAIL- NO MO A)
UNDERWATER INSP-
OTHER SPECIAL INSP-
0 MO
0 MO
B)
C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0765/DSMI/12950