Date: 2/6/2014
Illinois Department of Transportation Structures Information Management System Master Structure Report (S-107)
EXHIBIT #1 Structure Number: 016-4000
District:
Page 1
1 Inventory Data
Facility Carried:
BRIARWOOD LANE
Feature Crossed:
SALT CR
Bridge Remarks: Bridge Status:
1
OPEN - NO RESTRICT
Status Remarks: Maint County:
016 COOK
Maint Responsibility:
09
Service On/Under: Reporting Agency:
1
HIGHWAY
3
COUNTY
Main Span Matl/Type: 1 3 Nbr Of Main Spans:
Bridge Name: BRIARWOOD CULVERT 0.5 E PLUM GR P18 Location:
Maint Township: TOWNSHIP OR ROAD DISTRICT
25
Replaced By: Replaces:
Multi-Level Structure Nbr: / 5
WATERWAY
Skew Direction: Skew Angle: 0
/ 19 CULVERT
CONCRETE
D 0
Structure Flared: Historical Significance:
0
Nbr Of Approach Spans:
***Approaches***
No
3
/
Structural Steel Wt:
Far #2 Matl/Type:
/ 0
None
Inventory Rating:
Sidewalks Under Structure:
0
Substructure Material: Culvert Cell Width: E Rated By: N N/A Rate Method: 1.000 (36) Load Rating Date: 01/01/1901 ***Railroad Crossing Info***
1.360 (48) Operating Rating: Design Load: 99 UNKNOWN 12.0 SD: N Deck Structure Thickness:
Crossing 1 Nbr: FO: Y
RR Lateral Underclear: RR Vertical Underclear:
Key Route On Data
Township/Road Dist 25 0000 Municipality 1051 Urban Area:
PALATINE
Station:
North/West 0.0
99 Ft 11 In
00 Ft
00 In
99 Ft 11 In
00 Ft
00 In
Lateral:
Y Linked: Natl. Hwy System:
Segment:
Number Of Lanes: One Or Two Way: Bypass Length: Future AADT Yr/Cnt: Designated Truck Rte: Special Systems:
Designation 1 Mainline
Route #2:
1 Mainline
Route #3:
1 Mainline
Linked: Natl. Hwy System:
Not on NHS
Inventory Direction: 2010 /
Kind 4 FAS, CH, or TR's Unmarked
650
2 2 2
Curr AADT Yr/Count: Est Truck Percentage: South/East
North/West
Two-Way
2 2032 / NONE No
/
Number Of Lanes: One Or Two Way: Bypass Length:
670
Ft Ft
In In
Ft Ft
Ft
*** Marked Route On Data *** Route #1:
0 In
Station:
Segment:
Curr AADT Yr/Count: Est Truck Percentage:
** CLEARANCES ** South/East 0.0 Max Rdwy Width: 21.4 Horizontal:
0.0 0 Ft
Key Route Under Data 0.5000
Inventory Direction:
Functional Class: 7
Min Vertical: 10 Ft Vertical:
3512
7.00 12.00
Crossing 1 Nbr:
5.18 S
None
Key Route Nbr: TOWNSHIP OR ROAD DISTRICT 00000 Appurtenances Main Route 016 COOK Inventory County:
0.3 252.0
Far #1 Matl/Type:
/
0 0
Navigation Vert Clear:
0 Culvert Opening Area: 0 Culvert Cell Height:
Bdr State % Responsibility:
No Toll Toll Facility Indicator: 0 Latitude: 42 D 04 M 16.18 S Longitude: 88 D 02 M A CIP CON NRMLLY FORM Deck Structure Type:
0.0 0 No
Number Culvert Cells:
/
None
0.0
Culvert Fill Depth:
Near #2 Matl/Type:
Ft. / 0 None
27.6
Border Bridge State: Bdr State SN:
0 0
20.0
None Sidewalk Width Left: M 0 S Navigation Control: No Navigation Horiz Clear:
/
Guardrail Type L/R:
20.0
Sidewalk Width Right:
Near #1 Matl/Type:
Median Width/Type:
39.0 12.0
07/05/2012 Appr Roadway Width: None Deck Width:
Last Update Date: Parallel Structure:
PALATINE
41.0
Structure Length: Yes AASHTO Bridge Length: 016-3999 Length of Long Span: Bridge Roadway Width:
HBP Eligible:
04/1988
StatusDate:
69.9
Sufficiency Rating:
In In
Future AADT Yr/Cnt: Designated Truck Rte:
Ft
Special Systems:
/
*** Marked Route Under Data *** Number
Designation
Kind
Number
Date: 2/6/2014
Illinois Department of Transportation Structures Information Management System Master Structure Report (S-107) Structure Number: 016-4000
District:
Page 2
1 Data Related to Inspection Information
***Inspection Intervals *** 24 MOS Underwater:
Routine NBIS: Fracture Critical:
0 MOS Special:
0 MOS N
*** Maximum Allowable Posting Limits *** 0 Combination Type 3S-1: Tons Combination Type 3S-2:
Bridge Posting Level: 5 No Posting Required
Tons
One Truck At A Time: Single Unit Vehicles:
Tons
Inspection/Appraisal Information 50 Deg. F
04/24/2012
Inspection Date: Superstructure:
N N
Inspection Temperature: NOT APPLICABLE NOT APPLICABLE
Substructure:
N
Culvert:
Deck:
Insp by (Name):
** Actual Posted Limits **
N. SHAH / COUNTY 3
Insp by (Name):
Single Unit Vehicles:
Tons Tons
9
ELECTRIC
Combination Type 3S-1:
NOT APPLICABLE
N
N/A
Combination Type 3S-2:
5 7
FAIR CONDITION - MINOR SECTION LOSS, CRACKS GOOD CONDITION - SOME MINOR PROBLEMS
N G
N/A BITUMINOUS OVERLAY
One Truck At A Time:
5 3
BETTER THAN ADEQUATE TO BE LEFT IN PLACE INTOLERABLE - HIGH PRIORITY FOR CORRECTION
N
NOT APPLICABLE
Deck Protection: Total Deck Thick:
Waterway Adequacy: Approach Roadway Align:
7 6
BETTER THAN PRESENT MINIMUM CRITERIA EQUAL TO PRESENT MINIMUM CRITERIA
Last Paint Date: Inspection Remarks:
Bridge Railing Appraisal:
2 111
Doesn't Meet Standards Does Not Exist Does Not Exist
N
N/A
Channel and Protection: Structural Evaluation: Deck Geometry: Underclearance-Vert/Lat.:
Approach Guardrail: Pier Navig Protection:
Utilities Attached:
Deck Wearing Surf: Deck Membrane:
F J
Tons 0
Last Paint Type:
NONE NONE
14.0
Does Not Exist
Underwater Inspection/Appraisal Information Inspection Date: Temperature:
Inspection Method:
Inspected By: Inspection Remarks:
Inspected By:
Appraisal Rating:
Scour Critical Information Rating: 8
CALCULATED SCOUR ABOVE FOOTING
Analysis Date:
04/10/2006
Miscellaneous
Evaluation Method:
B
Rational Analysis
Fracture Critical Members:
No
Analysis By:
CENTRAL BUREAU B&S
Microfilm Data Recorded:
No
Construction Information Year:
1954
Original
Route:
Waterway Information Reconstructed
Sta:
Sta:
Section Nbr:
Flood Design Frequency: Flood Design Q (CFS): Flood Design Nat H W E: Flood Des Open Prop:
Contract Nbr:
YRS Drainage Area: Flood Base Q (CFS): SF
Flood Base Nat H W E:
Fed Aid Pr #: Built By:
0 UNKNOWN
Proposed Improvement Cost Estimate Year:
Length:
Type of Work:
*** Costs in Dollars *** Bridge Cost:
Done By:
Roadway Cost:
Remarks:
Total Project Cost:
Acre