HomeMy WebLinkAbout57C0768R; San Marcos Creek; Rancho Santa Fe NB; 2008-01-17Page 1 of 3
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Gx/trans
Bridge Number :
Facility Carried:
Location :
City :
Inspection Date :
Inspection Type
57C0768R
RANCHO SANTA FE NB
0.2 M S/0 MELROSE DR
CARLSBAD
01/17/2008
Bridge Inspection Report Routine FCn Underwater Specialn Othern
STRUCTURE NAME: SAN MARCOS CREEK
CONSTRUCTION INFORMATION
Year Built : 2004
Year Widened: N/A
Length (m) : 112.2
56
2
0
Skew (degrees):
No. of Joints :
No. of Hinges :
Structure Description:Three continuous CIP/PS box girder spans (5 cells) on two open end
seat RC abutments supported on CIDH piles and on two RC column (3)
bents on spread footing.
Span Configuration : (S) 35.4 m, 2 @ 38.4 m (N)
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18+MOD OR HS-20+MOD
Inventory Rating: 32.4 metric tons
54 metric tons
PPPPP
Type 3 English tons
Operating Rating:
Permit Rating :
Posting Load :
Calculation Method: LOAD FACTOR
Calculation Method: LOAD FACTOR
Type 3S2 English tons Type 3-3 English tons
No. of Lanes: 3
Rail Code : llll
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.4 m br, 13.2 m, 0.4 m br, 1.4 m sw, 0.3 m r (E)
Total Width: 15.8m Net Width: 13.2 m
Rail Description: Type 732 (mod)
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural with vegetation
CONDITION TEXT
CONDITION OF STRUCTURE
The bridge was built in 2004. OSMI was notified end of 2007 and as-built was provided.
The structure is inspected accordance to ABME Procedures Manual. The bridge is in good
condition.
UNDERWATER INVESTIGATION
There was 0.3 meter deep water no scour was visible. No underwater investigation was
necessary.
HISTORY
This structure was replaced the old bridge number 57C0278.
ELEMENT INSPECTION RATINGS
F#Elem
101
101
101
101
12
104
205
215
Element Description
Concrete Deck -
P/S Cone Closed
Reinforced Cone
Extension
Reinforced Cone
Bare
Web/Box Girder
Column or Pile
Abutment
Env
2
2
2
2
Total
Qty
1770
112
6
54
Units
sq.m.
m.
ea.
m.
Qty in
St. 1 St.
1770
112
6
54
each Condition
2
0
0
0
0
St. 3 St.
0
0
0
0
State
4 St.
0
0
0
0
5
0
0
0
0
Printed on: Wednesday 02/27/2008 11:49 AM 57C0768R/DSMI/12950
Page 2 of 3
FttElem Element Description
101
101
101
101
101
101
227
256
300
321
331
336
Reinforced Cone Submerged Pile
Slope Protection
Strip Seal Expansion Joint
Reinforced Cone Approach Slab
w/ or w/o AC Ovly
Reinforced Cone Bridge Railing
Metal Railing (pipe or picket)
Env
2
2
2
2
2
2
Total Units
Qty
1
2
45
6
264
132
ea.
ea .
m.
ea.
m.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
1
2
45
6
264
132
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
WORK RECOMMENDATIONS - NONE
CHANNEL X- SECTION
Side : Upstream
Measured From : bottom of
Location
Abutment 1
Bent 2
Bent 3
Abutment 4
box girder (east)
Horiz (m)
0.00
-12.50
0.00
15.00
24.00
34.00
0.00
24.00
0.00
Vert (m)
1.90
5.90
6.30
6.20
6.80
6.14
6.30
4 .40
2 .20
X-Section Date : 01/17/2008
Comments
face of abut. (S)
toe of rip rap slope protection
center line
edge of water
thalweg
edge of water
cente line
toe of riprap slope protection
face of abut .
Inspected By : M. Zaarour/M. Zolfaghari
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0768R/DSMI/12950
Page 3 of 3
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
ON
(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-
(11) MILEPOINT/KILOMETERPOINT
(12) BASE HIGHWAY NETWORK- NOT ON NET
(13) LRS INVENTORY ROUTE & SUBROUTE
(16) LATITUDE 33 DEG 06 MIN 14.3 SEC
(17) LONGITUDE 117 DEG 13 MIN 27.1 SEC
(98) BORDER BRIDGE STATE CODE % SHARE *
(99) BORDER BRIDGE STRUCTURE NUMBER
069
. 57C07S8R
1510S345
11
(4) PLACE CODE 11194
SAN MARCOS CREEK
RANCHO SANTA FE NB
0.2 M S/0 MELROSE DR
0
******** STRUCTURE TYPE AND MATERIAL *********
(43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT
TYPE- BOX BEAM OR GIRDER - MULTI CODE 205
(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 APPLICABLECODE N
*************** AGE AND SERVICE ***************
(27) YEAR BUILT 2004
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE: ON- HIGHWAY-PEDESTRIAN
UNDER- WATERWAY
(28) LANES: ON STRUCTURE 03 UNDER STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 2008 (109) TRUCK ADT
(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
5
5
00
1000
1 %
2 KM
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33)
(34)
(10)
(47)
(53)
(54) MIN VERT UNDERCLEAR REF- NOT H/RR
(55) MIN LAT UNDERCLEAR RT REF- NOT H/RR
(56) MIN LAT UNDERCLEAR LT
BRIDGE MEDIAN- NO MEDIAN
SKEW 56 DEG (35) STRUCTURE FLARED
INVENTORY ROUTE MIN VERT CLEAR
INVENTORY ROUTE TOTAL HORIZ CLEAR
MIN VERT CLEAR OVER BRIDGE RDWY
38.4 M
112.2 M
RIGHT 1.4 M
13.2 M
15.8 M
13.2 M
0
NO
99.99 M
13.2 M
99.99 M
0.00 M
0.0 M
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 =
98.9
(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- OTHER PRIN ART URBAN
DEFENSE HIGHWAY- NOT STRAHNET
PARALLEL STRUCTURE- RIGHT STRUCTURE
DIRECTION OF TRAFFIC- 1 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
14
0
R
1
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- 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
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
**************** APPRAISAL
STRUCTURAL EVALUATION
DECK GEOMETRY
UNDERCLEARANCES , VERTICAL i
WATER ADEQUACY
APPROACH ROADWAY ALIGNMENT
TRAFFIC SAFETY FEATURES
SCOUR CRITICAL BRIDGES
HORIZONTAL
CODE
7
5
N
8
8
1111
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
1200
2018
*************** 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 57C0768R/DSMI/12950