HomeMy WebLinkAboutMDOT_RPT_STR 13685 Enterprise over Pawlowski Creek 2017CULVERT INSPECTION PDXM
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
GENERAL NOTES
Two arched corrugated metal pipes with concrete headwalls and wingwalls. Normal flow is through N pipe, S pipe is at higher elevation
and is for high water flow only. S pipe has concrete floor slab full length. Concrete apron at each end with concrete filled mats beyond.
Bituminous road surface with concrete curb and gutter.
NBI INSPECTION
10/13 10/15 10/17
1. Culvert
Rating
(SIA-62)
2 5 5 (10/17)
(10/15)
Complete failure of south barrel along south side along waterline. (10/13)
2. Channel
(SIA-61)
5 5 5 Channel heavily vegetated. Restricted by trees and brush. (10/17)
Channel heavily vegetated. Restricted by trees and brush. (10/15)
Channel heavily vegetated. Restricted by trees and brush. (10/13)
3. Scour 7 7 7 Concrete apron at both ends. Concrete filled mats beyond and on slopes. (10/17)
West end of culvert protected by concrete apron. (10/15)
West end of culvert protected by concrete apron. (10/13)
AASHTO ELEMENTS (English Units)
Element Element Total Unit Good Fair Poor Severe
Number Name Quantity CS1 CS2 CS3 CS4
Culvert
240 Steel Culvert 123 ft 0 123 0 0
0%100%0%0%
Light rust along base of S pipe. Moderate to heavy corrosion along waterline of N pipe. Numerous small dents and several small holes
(1"-2") near west end.
861 Culvert Wingwall 4 (EA)4 0 0 0
100%0%0%0%
Concrete pipe penetrating SW wingwall.
863 Culvert Headwall 2 (EA)1 1 0 0
50%50%0%0%
W headwall: some honeycombing and spalling at base of pilaster between pipes. E headwall: some chipping around top of N pipe, crack
over N pipe.
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings N 71. Water Adequacy 9
36B. Transitions N 72. Approach Alignment 8
36C. Approach Guardrail N Special Insp. Equipment 2
36D. Approach Guardrail Ends N Underwater Insp. Method 1
RECOMMENDATIONS & ACTION ITEMS
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 1 of 8
Recommendation Type Priority Description
Appr. Pavement M Replace settled curb in northeast quadrant. Fill hole behind curb.
Bridge Repl.H Culvert replacement.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 2 of 8
SUPPORTING IMAGES PDXM 10/10/2017
Document Name: IMG_0666.JPG Document Name: PA100697.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: West headwall elevation.Comments: East headwall elevation.
Document Name: IMG_0692.JPG Document Name: IMG_0694.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: Road surface over culvert looking west.Comments: Road surface over culvert looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 3 of 8
Document Name: PA100738.JPG Document Name: PA100740.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: Settled concrete curb in NE quadrant.Comments: South approach looking south.
Document Name: PA100741.JPG Document Name: IMG_0660.JPG
Category: Approach Category: Culvert
Span Number:Span Number: 2
Comments: North approach looking north.Comments: North barrel. Typical small hole near west end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 4 of 8
Document Name: IMG_0662.JPG Document Name: IMG_0664.JPG
Category: Culvert Category: Culvert
Span Number: 2 Span Number: 1
Comments: West headwall at north barrel.Comments: West headwall at south barrel, looking east.
Document Name: PA100687.JPG Document Name: PA100698.JPG
Category: Culvert Category: Culvert
Span Number: 1 Span Number: 1
Comments: South barrel at east end looking west.Comments: South barrel at west end looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 5 of 8
Document Name: PA100699.JPG Document Name: PA100703.JPG
Category: Culvert Category: Culvert
Span Number:Span Number: 2
Comments: Spall at base of west headwall and cracks in apron.Comments: North barrel. Bulkheaded pipe penetration on north
side near east end.
Document Name: PA100704.JPG Document Name: PA100705.JPG
Category: Culvert Category: Culvert
Span Number:Span Number: 2
Comments:Comments: North barrel. Bulkheaded pipe penetrations on south
side near east end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 6 of 8
Document Name: PA100712.JPG Document Name: PA100717.JPG
Category: Culvert Category: Culvert
Span Number: 2 Span Number: 2
Comments: North barrel. Corrosion and holes over bulkheaded
pipe penetration on south side near east end.
Comments: North barrel. Patch on south side near east end.
Document Name: PA100727.JPG Document Name: PA100734.JPG
Category: Culvert Category: Culvert
Span Number: 2 Span Number: 2
Comments: North barrel. Patch on south side near west end.Comments: North barrel, south side at west end at headwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 7 of 8
Document Name: PA100735.JPG Document Name: IMG_0687.JPG
Category: Culvert Category: Channel
Span Number: 2 Span Number:
Comments: North barrel. Near east end looking west.Comments: Channel looking west (upstream).
Document Name: PA100737.JPG
Category: Channel
Span Number:
Comments: Channel looing east (downstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 CULVERT SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 8 of 8
Bridge History, Type, Materials
27 - Year Built 1978
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 19
44 - Appr Span Bridge Type
77 - Steel Type 3
78 - Paint Type 3
79 - Rail Type 0
80 - Post Type
107 - Deck Type N
108A - Wearing Surface N
108B - Membrane N
108C - Deck Protection N
Structure Dimensions
34 - Skew
35 - Struct Flared 0
45 - Num Main Spans 2
46 - Num Apprs Spans 0
48 - Max Span Length 10.2
49 - Structure Length 23.3
50A - Width Left Curb/SW
50B - Width Right Curb/SW
33 - Median 0
51 - Width Curb to Curb 36
52 - Width Out to Out 62.5
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/10/2017
91 - Inspection Freq 24
92A - Frac Crit Req/Freq N
93A - Frac Crit Insp Date
92B - Und Water Req/Freq N
93B - Und Water Insp Date
92C - Oth Spec Insp Req/Freq N
93C - Oth Spec Insp Date
92D - Fatigue Req/Freq N
93D - Fatigue Insp Date
176A - Und Water Insp Method 1
58 - Deck Rating N
58A/B - Deck Surface/Bottom
59 - Superstructure Rating N
59A - Paint Rating
60 - Substructure Rating N
61 - Channel Rating 5
62 - Culvert Rating 5
Navigation Data
38 - Navigation Control 0
39 - Vertical Clearance 0
40 - Horizontal Clearance 0
111 - Pier Protection
116 - Lift Brdg Vert Clear 0
Route Carried By Structure(ON Record)
5A - Record Type 1
5B - Route Signing 5
5C - Level of Service 6
5D - Route Number 00000
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt
10R - Best 3m Unclr-Rt 99 99
PR Number
Control Section
11 - Mile Point .31
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003457 15
19 - Detour Length 1
20 - Toll Facility 3
26 - Functional Class 19
28A - Lanes On 2
29 - ADT 4525
30 - Year of ADT 2009
32 - Appr Roadway Width 36
32A/B - Ap Pvt Type/Width 4 33.99
42A - Service Type On 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 36.0
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 8
110 - Truck Network 0
114 - Future ADT 5329
115 - Year Future ADT 2021
Freeway 0
Structure Appraisal
36A - Bridge Railing N
36B - Rail Transition N
36C - Approach Rail N
36D - Rail Termination N
67 - Structure Evaluation 5
68 - Deck Geometry 5
69 - Underclearance N
71 - Waterway Adequacy 9
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality 7
Miscellaneous
37 - Historical Significance 5
98A - Border Bridge State
98B - Border Bridge %
101 - Parallel Structure N
EPA ID
Stay in Place Forms
143 - Pin & Hanger Code
148 - No. of Pin & Hangers
Route Under Structure (UNDER Record)
5A - Record Type
5B - Route Signing
5C - Level of Service
5D - Route Number
5E - Direction Suffix
10L - Best 3m Unclr-Lt
10R - Best 3m Unclr-Rt
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network
13 - LRS Route-Subroute
19 - Detour Length
20 - Toll Facility
26 - Functional Class
28B - Lanes Under
29 - ADT
30 - Year of ADT
42B - Service Type Under 5
47L - Left Horizontal Clear
47R - Right Horizontal Clear
54A - Left Feature
54B - Left Underclearance 99 99
54C - Right Feature
54D - Right Clearance 99 99
Under Clearance Year
55A - Reference Feature N
55B - Right Horiz Clearance
56 - Left Horiz Clearance
100 - STRAHNET
102 - Traffic Direct
109 - Truck %
110 - Truck Network
114 - Future ADT
115 - Year Future ADT
Freeway
Proposed Improvements
75 - Type of Work
76 - Length of Improvement
94 - Bridge Cost
95 - Roadway Cost
96 - Total Cost
97 - Year of Cost Estimate
Load Rating and Posting
31 - Design Load 5
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 1
64F - Fed Oper Rtg Load 31.7
64MA - Mich Oper Rtg Method 1
64MB - Mich Oper Rtg 122
64MC - Mich Oper Truck 9
65 - Inv Rtg Method 1
66 - Inventory Load 27.9
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 13685 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5)
Feature Length / Width / Spans Owner
PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1