HomeMy WebLinkAbout57C0278; San Marcos Creek 3.8mi S Route 78; Rancho Santa Fe Road; 2007-02-26Page 1 of 3
CaJtrans
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0278
Facility Carried: RANCHO SANTA FE RD
Location : 3-. 8 MI S ROUTE 78
City : CARLSBAD
Inspection Date : 02/26/2008
Inspection Type
Routine FC Underwater Special
D D D D
Other
STRUCTURE NAME: SAN MARCOS CREEK
CONSTRUCTION INFORMATION
Year Built : 1978 Skew (degrees): 45
Year Widened: N/A No. of Joints : 0
Length (m) : 60.4 . No. of Hinges : 0
Structure Description:Five continuous CIP/RC deck slab spans on two open end RC diaphragm
abutments and on four RC wall piers, all supported on RC spread
footings.
Span Configuration : (S) 5 @ 11.9 m (N) c/c
LOAD CAPACITY AND RATINGS
Design Live Load: MS-18 OR HS-20
Inventory Rating: 59.8 metric tons
Operating Rating: 99.8 metric tons
Permit Rating : ppppp
Posting Load : Type 3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.2 m br, 12.7 m, 0.2 m br
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
Type 3S2
(E)
N/A Type 3-3 N/A
Total Width: 12.8m Net Width: 12.7 m No. of Lanes: 2
Rail Description: Type 116 Railing Rail Code : nil
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural, fairly well defined with ungrouted rip rap at the abutment
slopes.
CONDITION TEXT
HISTORY
This bridge was replace by 2 new bridges. The new bridge numbers are 57C0768L/R. Which
were built in 2004.
SPECIAL FILE WORK
Remove all documents of the old bridge 57C0278 from the active file to the Superseded
file.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101 38
101 210
101 215
101 338
Concrete Slab -
Reinforced Cone
Reinforced Cone
Bare
Pier Wall
Abutment
Metal Railing (W8X31 Posts)
Env Total
2
2
2
2
Qty
760
70
36
131
Units
sq.m.
m.
m.
m.
Qty in each
St. 1
0
70
36
131
Condition State
St. 2 St. 3 St. 4 St. 5
760
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
WORK RECOMMENDATIONS
Printed on:Wednesday 02/27/2008 11:49 AM 57C0278/AAAE/12950
WORK RECOMMENDATIONS
RecDate: 07/29/2004 EstCost:
Action : Remove Vegetatio StrTarget:
Work By: LOCAL AGENCY DistTarget:
Status : PROPOSED EA:
1 YEAR
Page
Remove the trees and shrub from dawn
stream channel.
2 of 3
Inspected By MT.Zaarour
Registered Civil Engineer
Printed on:Wednesday 02/27/2008 11:49 AM 57C0278/AAAE/12950
Page 3 of 3
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
O)
(11)
(12)
(13)
(IS)
(17)
(98)
(99)
(43)
ON
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE (ON/UNDER) -
HIGHWAY AGENCY DISTRICT
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT ON NET
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 06 MIN 10 SEC
LONGITUDE 117 DEG 13 MIN 26 SEC
BORDER BRIDGE STATE CODE % SHARE *
BORDER BRIDGE STRUCTURE NUMBER
069
57C0278
1500S3450
11
(4) PLACE CODE 11194
SAN MARCOS CREEK
RANCHO SANTA FE RD
3.8 MI S ROUTE 78
0
0
SUFFICIENCY RATING =
STATUS
STRUCTURE TYPE AND MATERIAL
CONCRETE CONT
CODE 201
NOT APPLICABLE
CODE
STRUCTURE TYPE MAIN: MATERIAL-
TYPE- SLAB
(44) STRUCTURE TYPE APPR:MATERIAL-
TYPE- NOT APPLICABLE
(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- CONCRETE CODE i
B) TYPE OF MEMBRANE- NONE CODE 0
C) TYPE OF DECK PROTECTION- NONE CODE 0
*************** AGE AND SERVICE ***************
(27) YEAR BUILT 1978
(106) YEAR RECONSTRUCTED 0000
(42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY 5
(28) LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
(29) AVERAGE DAILY TRAFFIC 15000
(30)' YEAR OF ADT 1991 (109) TRUCK ADT 2 %
(19) BYPASS, DETOUR LENGTH 13 KM
*************** GEOMETRIC DATA ****************
LENGTH OF MAXIMUM SPAN 11.9 M
STRUCTURE LENGTH 60.4 M
CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M
(48)
(49)
(50)
(51)
(52)
(32)
(33)
BRIDGE ROADWAY WIDTH CURB TO CURB
DECK WIDTH OUT TO OUT
APPROACH ROADWAY WIDTH (W/SHOULDERS)
BRIDGE MEDIAN- NO MEDIAN
(34) SKEW 45 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 *******
12.7 M
12.8 M
12.2 M
0
NO
99.99 M
12.7 M
99.99 M
0.00 M
0.0 M
0 .0 M
(38) NAVIGATION CONTROL- NO CONTROL CODE 0
(111) PIER PROTECTION- CODE
(39) NAVIGATION VERTICAL CLEARANCE 0.0 M
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR M
(40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
(112)
(104)
(26)
(100)
(101)
(102)
(103)
(105)
(110)
(20)
(21)
(22)
(37)
(58)
(59)
(60)
(51)
(62)
(31)
(63)
(64)
(65)
(66)
HEALTH INDEX 92.9
PAINT CONDITION INDEX =.. N/A
NBIS BRIDGE LENGTH- YES
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
DECK
SUPERSTRUCTURE
SUBSTRUCTURE
CHANNEL & CHANNEL PROTECTION
CULVERTS
DESIGN LOAD- MS-IS OR HS-20
OPERATING RATING METHOD- LOAD FACTOR
OPERATING RATING-
INVENTORY RATING METHOD- LOAD FACTOR
INVENTORY RATING-
CODE
Y
0
16
0
N
2
0
0
3
04
04
5
CODE
6
6
7
6
N
CODE
5
1
99.8
1
59.8
(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)
CODE
6
**************** 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 20000
YEAR OF FUTURE ADT 2015
1111
U
M
*************** INSPECTIONS ***************
(90) INSPECTION DATE 04/07 (91) FREQUENCY 24 MO
(92) CRITICAL FEATURE INSPECTION: (93) CFI DATE
A) FRACTURE CRIT DETAIL- NO MO A)
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
Printed on:Wednesday 02/27/2008 11:49 AM 57C0278/AAAE/12950