i. Contract approval
Laserfiche
>
Public
>
County Commission
>
2009
>
01-05-2009
>
Consent agenda
>
i. Contract approval
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/30/2008 9:47:31 AM
Creation date
12/30/2008 9:44:29 AM
Metadata
Fields
Template:
Commission
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br />DATE 04/08/08 NORTH DAKOTA DEPARTMENT OF TRANSPORTATION HW8-640-AA <br />BRIDGE INVENTORY - STRUCTURE INVENTORY AND APPRAISAL SHEET <br /> <br />ITEM <br /> <br />SEe 409 <br />09-139-14.0 <br /> <br />02 HIGHWAY DISTRICT FARGO <br />03 COUNTY CASS <br />05 INV. ROUTE CNTY HIWAY 0 MAINLINE ON <br />06 FEATURES INTERSECTED COUNTY DRAIN 30 <br />09 LOCATION 3 EAST 1 SO. ARGUSVILLE <br />19 BY PASS. DETOUR LENGHT 2 HILES <br />22 OWNER COUNTY HIGHWAY AGENCY <br />105 FEDERAL LANDS NOT APPLICABLE <br />26 FUNCTIONAL RURAL LOCAL <br />27 YEAR BUILT 1965 <br />l06 YEAR RECONSTRUCTED NONE <br />28 LANES ON STRUCTURE 2 LANE ON; 0 LANES UNDER <br />29 ADT 20 <br />30 YEAR OF ADT 2007 <br />31 DESIGN LOAD OTHER/UNKNOWN <br />32 APPROACH ROADWAY WIDTH 14 FEET <br />34 SKEW 0 DEG <br />36 TRAFFIC SAFETY FEATURES 0000 <br />41 STRUCTURE OPEN. CLOSED OR POSTED OPEN. NO RESTRICTION <br />42 TYPE OF SERVICE HIGHWAY ON WATERWAY UNDER <br />43 HAIN STRUC. TYPE CONCRETE CHANNEL BEAM <br />45 NO. SPANS IN MAIN UNIT 1 <br />46 NO. APPROACH SPANS <br />47 TOTAL HORIZ. CLEARANCE 24.5 FEET <br />48 LENGTH OF MAX SPAN 29 FEET <br />49 STRUCTURE lENGTH 31 FEET <br />50 CURB/SIDEWALK WIDTHS 0.8 FEET RT-SIDE 0.8 FEET LT-SIDE <br />51 BRIDGE RDWY. WIDTH - CURB TO CURB 24.5 FEET <br />52 DECK WIDTH 26.0 FEET <br />53 HIN VERT CLEARANCE OVER BRIDGE UNLIMITED <br />54 MIN VERT UNDERCLEARANCE NOT HIGHWAY/RAILROAD <br />55 MIN LATERAL UNDERClEARANCE-RT NOT APPLICABLE <br />56 MIN LATERAL UNDERCLEARANCE-lT NOT APPLICABLE <br />107 DECK STRUCTURE TYPE NOT APPLICABLE <br />108 WEARING SURFACE NOT APPLICABLE <br />MEHBRANE NOT APPLICABLE <br />DECK PROTECTION NOT APPLICABLE <br />208 DECK OVERBURDEN GRAVEL/DIRT 1 IN. <br />58 DECK N NOT APPLICABLE <br />59 SUPERSTRUCTURE 7 GOOD CONDITION <br />60 SUBSTRUCTURE 5 FAIR CONDITION <br />61 CHAN. & CHAN. PROT 5 FAIR CONDITION <br />62 CULVERT AND RETAINING WALLS N NOT APPLICABLE <br />64 OPER. RATING 260 HS-33 <br />66 INV. RATING 236 HS-20 <br />67 STRUCTURAL CONDITION 5 BETTER THAN MIN. TOLERABLE LIMITS <br />68 DECK GEOMETRY 6 EQUAL TO PRES. HIN. CRITERIA <br />70 BRIDGE POSTING POSTING NOT REQUIRED 5 <br />209 POSTED IN "TONS" TON <br />71 WATERWAY ADEQUACY 7 BETTER THAN PRES. MIN. CRITERIA EST. <br />72 APP. RDWY. ALIGNMENT 7 NO SPEED REDUCTION, CAUTION ADVISABLE <br />90 DATE OF lAST INSPECTION OCTOBER 2007 <br />92 CRITICAL FEATURE INSPECTED N N N <br />93 CRITICAL FEATURE INSPECTION DATE <br />218 CHANNEL PROFILE Y48 2005 <br />113 SCOUR CRITICAL 5 SCOURWITHIN lIMITS OF FOOTINGS/PILES <br />214 DELAYED INSPECTION - INSPECTION INCOMPLETE <br />210 CULVERT <br />211 DESCRIPTION <br />200 STRUCTURE DESIGNATION COUNTY-OFF <br />201 STATUS NON DEFICIENT <br />202 SUFFICIENCY RATING 86.0 <br />207 TRANSPORTER ERECTOR ROUTES & SITES <br />216 INSPECTOR KELSCH & KIRKEVOLD <br />217 ADDITIONAL REMARKS <br />ISCOUR UNDER STRUCTURE. x <br />2NORTH ABUTMENT FOOTING IS EXPOSED. SOUTH ABUTMENT <br />HAS PUSHED IN 9" AT EAST END OF CAP (200l). 9" IN AT EAST <br />END OF CAP (2007).* <br />NO END MARKERS IN PLACE. <br />
The URL can be used to link to this page
Your browser does not support the video tag.