HomeMy WebLinkAbout57C0762; Agua Hedionda Channel; Cannon Road; 2008-01-17Ga/tmns
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Page 1 of 3
Bridge Number : 57C0762
Facility Carried: CANNON ROAD
Location : 100 FT S/0 EL CAMINO REA
City : CARLSBAD
Inspection Date : 01/17/2008
Inspection Type
Routine
I X I
FC Underwater Special Other
STRUCTURE NAME: AGUA HEDIONDA CHANNEL
CONSTRUCTION INFORMATION
Year Built : 2002
Year Widened: N/A
Length (m) : 40.8
Skew (degrees): 7
No. of Joints : 0
No. of Hinges : 0
Structure Description:Continuous three span CIP slab on RC open end diaphragm abutments
and two RC column extension (15) bents, all supported on PS/PC
concrete piles.
Span Configuration : (S) 12.7 m, 14.6 m, 12.7 m (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
32.4 metric tons
54 metric tons
PPPPP
Type 3
Inventory Rating:
Operating Rating:
Permit Rating :
Posting Load :English tons
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 English tons Type 3-3
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.3 m br, 1.7 m sw, 8.8 m, 1.2 m med, 15.0 m, 1.7 m sw, 0.3 m br (W)
Total Width: 29.0m Net Width: 24.0 m No. of Lanes: 6
Rail Description: Type 26 (mod) Rail Code : nil
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural channel
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 2002. OSMI was notified end of 2007 and city consultant provided
As-built plans. The structure is inspected in accordance to ABME Procedures Manual. The
bridge is in good condition.
English tons
UNDERWATER INVESTIGATION
There was 0.6 meter deep water running branches no scour was visible. No underwater
investigation was necessary.
ELEMENT INSPECTION RATINGS
F#Elem
101
101
101
101
101
101
38
205
215
226
256
331
Element Description
Concrete Slab - Bare
Reinforced Cone Column or Pile
Extension
Reinforced Cone Abutment
P/S Cone Submerged Pile
Slope Protection
Reinforced Cone Bridge Railing
Env
2
2
2
2
2
2
Total
Qty
1183
30
58
1
2
105
Units
sq.m.
ea.
m.
ea.
ea.
m.
Qty in
St. 1 St.
1183
30
58
1
2
105
each Condition
2 St. 3 St.
0
0
0
0
0
0
0
0
0
0
0
0
State
4 St.
0
0
0
0
0
0
5
0
0
0
0
0
0
Printed on: Wednesday 02/27/2008 11:49 AM 57C0762/DSMI/12950
Page 2 of 3
WORK RECOMMENDATIONS - NONE
CHANNEL X- SECTION
Side : Upstream
Measured From : top of cone, rail (east)
Location Horiz (m)
Abutment 1 (w) 0
4
8
10
12
18
24
28
31
34
36
Abutment 4 0 .
00
00
50
10
00
00
00
30
00
60
90
00
Vert (m)
3
4
3
4
4
4
4
4
4
4
3
3
.10
40
80
45
80
20
10
20
50
10
90
20
X-Section Date: 01/17/2008
Comments
face of
toe os
edge of
thalweg
edge of
edge of
thalweg
edge of
abut .
slope
water
water
water
water
toe of slope
face of abut.
Inspected By M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on: Wednesday 02/27/2008 11:49 AM 57C0762/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)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER) -
HIGHWAY AGENCY DISTRICT
ON
069
57C0762
151
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
AGUA HEDIONDA CHANNEL
CANNON ROAD
100 FT S/0 EL CAMINO REAL
0
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 08 MIN 55.7 SEC
LONGITUDE 117 DEG 17 MIN 53.4 SEC
BORDER BRIDGE STATE CODE % SHARE %
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
(43) 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 2002
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN 5
UNDER- WATERWAY 5
(28) LANES:ON STRUCTURE 06 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 1000
(30) YEAR OF ADT 2008 (109) TRUCK ADT 1 %
(19) BYPASS, DETOUR LENGTH 3 KM
*************** GEOMETRIC DATA ****************
(48) LENGTH OF MAXIMUM SPAN 14 . 6 M
(49) STRUCTURE LENGTH 40.8 M
(50) CURB OR SIDEWALK: LEFT 1.7 M RIGHT 1.7 M
(51) BRIDGE ROADWAY WIDTH CURB TO CURB 24 . 0 M
(52) DECK WIDTH OUT TO OUT 29.0 M
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS) 25.2 M
(33) BRIDGE MEDIAN- CLOSED NON-MOUNTABLE 3
(34) SKEW 7 DEG (3S) STRUCTURE FLARED NO
(10) INVENTORY ROUTE MIN VERT CLEAR 99.00 M
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 15.0 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- 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
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX =
93.8
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
100.0
N/A
************* CLASSIFICATION ************* CODE
NBIS BRIDGE LENGTH- YES Y
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
0
16
0
N
2
0
0
3
04
04
5
**************** CONDITION ***
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
7
7
7
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 7
DECK GEOMETRY 5
UNDERCLEARANCES, VERTICAL & HORIZONTAL N
WATER ADEQUACY 9
APPROACH ROADWAY ALIGNMENT 8
TRAFFIC SAFETY FEATURES 1111
SCOUR CRITICAL BRIDGES 6
********** PROPOSED IMPROVEMENTS **********
TYPE OF WORK- CODE
LENGTH OF STRUCTURE IMPROVEMENT M
BRIDGE IMPROVEMENT COST
ROADWAY IMPROVEMENT COST
TOTAL PROJECT COST
YEAR OF IMPROVEMENT COST ESTIMATE
FUTURE ADT 1200
YEAR OF FUTURE ADT 2018
*************** INSPECTIONS **********
INSPECTION DATE 01/08 (91) FREQUENCY
CRITICAL FEATURE INSPECTION: (93)
FRACTURE CRIT DETAIL- NO MO A)
48 MO
CFI DATE
UNDERWATER INSP-
OTHER SPECIAL INSP-
0 MO
0 MO
B)
C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0762/DSMI/12950