HomeMy WebLinkAbout57C0763R; Macario Canyon; Cannon Road E/B; 2008-01-17Page 1 of 3
GxHmns
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number :
Facility Carried:
Location :
City :
Inspection Date :
Inspection Type
57C0763R
CANNON ROAD E/B
1.3 M E/0 1-5
CARLSBAD
01/17/2008
Routine
I X I
FC Underwater Special Othern
STRUCTURE NAME: MACARIO CANYON
CONSTRUCTION INFORMATION
Year Built : 2003
Year Widened: N/A
Length (m) : 138.5
Skew (degrees): 0
No. of Joints : 2
No. of Hinges : 0
Structure Description:Continuous 5 span CIP/PS concrete box girder (4 cells) with RC one
column bents and RC open end seat abutments, all supported upon
steel piles.
Span Configuration : (W) 23 m, 3 @ 30.8 m, 23 m (E)
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
32.4 metric tons
54 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
Type 3S2 English tons Type 3-3 English tons
DESCRIPTION ON STRUCTURE
Deck X-Section: (N) 0.5m br, 9.8m, 1.5m sw, 0.3 m br (S)
Total Width: 12.1m Net Width: 9.8 m
type 26 mod.(E)
12.1 m
Rail Description: Type 25 (w)
No. of Lanes: 2
Rail Code : 1111
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural heavy in vegetation and trees
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 2003. 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.
UNDERWATER INVESTIGATION
There was 0.3 meter deep stagnate water no scour was visible. No underwater investigation
was necessary.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
12
104
205
215
225
256
300
Concrete Deck -
P/S Cone Closed
Reinforced Cone
Extension
Reinforced Cone
Unpainted Steel
Bare
Web/Box Girder
Column or Pile
Abutment
Submerged Pile
Slope Protection
Strip Seal Expansion Joint
Env
2
2
2
2
2
2
2
Total
Qty
1676
137
4
24
1
2
20
Units
sq.m.
m.
ea.
m.
ea.
ea.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
1676
137
4
24
1
2
20
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 57C0763R/DSMI/12950
Page 2 of 3
F#Elem Element Description
101 321 Reinforced Cone Approach Slab
w/ or w/o AC Ovly
101 331 Reinforced Cone Bridge Railing
Env
2
2
Total Units
Qty
4 ea.
150 m.
Qty in
St. 1 St.
4
150
each Condition
2 St. 3 St.
0
0
0
0
State
4 St.
0
0
5
0
0
WORK RECOMMENDATIONS - NONE
CHANNEL X- SECTION
Side : Upstream
Measured From : top of
Location
Abutment #1 (W)
Abutment #6 (E)
cone rail (S)
Horiz (m)
0.00
33.00
46.00
60.00
75.00
88.00
100.00
115.00
0.00
X-Section Date: 01/17/2008
Vert (m) Comments
3.10 face of abutment
17.00 toe of cone slope
16.40 hiking path
16.70
15.60
15.40
14.40
13.20 toe of cone slope
3.30 face of abutment
Inspected By : M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0763R/DSMI/12950
Page 3 of 3
STRUCTURE INVENTORY AND APPRAISAL REPORT
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
57C07S3R
15100000
11
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
MACARIO CANYON
CANNON ROAD E/B
1.3 M E/O 1-5
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 08 MIN 17.9 SEC
LONGITUDE 117 DEG 18 MIN 30.5 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- PRSTR CONC CONT
TYPE- BOX BEAM OR GIRDER - MOLTI CODE 605
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- CODE
(45) NUMBER OF SPANS IN MAIN UNIT 5
(46) NUMBER OF APPROACH SPANS 0
(107) DECK STRUCTURE TYPE- CIP CONCRETE CODE 1
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE CODE fl
B) TYPE OF MEMBRANE- NONE CODE o
C) TYPE OF DECK PROTECTION- NONE CODE 0
*************** AGE MID SERVICE ***************
(27) YEAR BUILT 2003
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIG
UNDER- WATERWAY
(28) LANES:ON STRUCTURE 02 UNO:
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 2008 (109)
(19) BYPASS, DETOUR LENGTH
*************** GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 0.0 M
(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) STRUCTUR
(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
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
*************** NAVIGATION DATA
(38) NAVIGATION CONTROL- NOT APPLI
(111) PIER PROTECTION-
(39) NAVIGATION VERTICAL CLEARANCE
(116} VERT-LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
SUFFICIENCY RATING =
STATUS
HEALTH INDEX
PAINT CONDITION INDEX =
99.9
100.0
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- RIGHT STRUCTURE
(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
16
0
R
2
0
0
3
04
04
5
CODE
7
8
7
9
N
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6
(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
'-PEDESTRIAN 5
Y 5
!R STRUCTURE 00
1000
rRUCK ADT 2 %
2 KM
30.8 M
138.5 M
M RIGHT 1 . 5 M
RB 9.8 M
. 12.1 M
DERS) 9.8 M
0
FLARED NO
99.99 M
KR 9.8 M
99 99 M
H/RR 0.00 M
H/RR 0.0 M
0.0 M
CABLE CODE N
^ODE
0.0 M
LEAR 0 . 0 M
0.0 M
(70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
(41) STRUCTURE OPEN, POSTED OR CLOSED-
DESCRIPTION- OPEN, NO RESTRICTION
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
(69) UNDERCLEARANCES, VERTICAL & HORIZONTAL
(71) WATER ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113) SCOUR CRITICAL BRIDGES
(75) TYPE OF WORK- CODE
(76) LENGTH OF STRUCTURE IMPROVEMENT
(94) BRIDGE IMPROVEMENT COST
(95) ROADWAY IMPROVEMENT COST
(96) TOTAL PROJECT COST
(97) YEAR OF IMPROVEMENT COST ESTIMATE
(114) FUTURE ADT
(115) YEAR OF FUTURE ADT
A
* CODE
7
g
N
8
8
1111
6
M
1200
2015
(90) INSPECTION DATE 01/08 (91) FREQUENCY 48 MO
(92) CRITICAL FEATURE INSPECTION: (93) CFI
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- 0 MO B)
C) OTHER SPECIAL INSP- 0 MO C)
DATE
Printed on: Wednesday 02/27/2008 11:49 AM 57C0763R/DSMI/12950