HomeMy WebLinkAboutMDOT_RPT_STR 3941 Massachusetts Walkover over Grand River 2017NBI INSPECTION RT7F
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
GENERAL NOTES
The walkover consists of one main truss span and four approach stair spans (two south and two north).
14'-9" underclearance posted on both east and west faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 7 Expanded steel deck planks. Some light rust and peeling paint on planks. (10/17)
Expanded steel deck planks. (10/15)
Expanded steel deck planks. (10/13)
2. Expansion
Joints
N N N (10/17)
(10/15)
(10/13)
3. Other
Joints
N N N (10/17)
(10/15)
(10/13)
4. Railings 6 6 6 Pedestrian fencing each side with handrails. At S stringer of N stair, bottom fence post is
repaired with welded plate and 2nd post is heavily corroded. Fencing is loose at bottom of N
side of N intermediate platform. "No Loitering" sign is bent at S intermediate platform. (10/17)
At S stringer of N stair, bottom fence post is broken and 2nd post is heavily corroded. Fencing
is loose at bottom of N side of N intermediate platform. "No Loitering" sign is bent at S
intermediate platform. (10/15)
At south stringer of north stair, bottom fence post is broken and second post is heavily
corroded. Fencing is loose at bottom of north side of north intermediate platform. "No
Loitering" sign is bent at south intermediate platform. (10/13)
5. Sidewalks
or Curbs
N N N (10/17)
(10/15)
(10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N 7 Expanded steel deck planks. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
7 7 7 Expanded steel deck planks. Some light rust and peeling paint on planks. (10/17)
Expanded steel deck planks. Some light rust and peeling paint on planks. (10/15)
Expanded steel deck planks. Some light rust and peeling paint on planks. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 10
9. Stringer
(SIA-59)
6 6 6 Painted steel through truss. Holes in bottom of 3rd diagonal cross brace from S. Bottom
transverse, west vertical and west diagonal members on N side of truss splice are bulging,
but no visible signs of section loss. Pack rust at connection between top of stairs and truss at
both ends. (10/17)
Painted steel truss. Holes in bottom of 3rd diagonal cross brace from S. Cross member at
middle of truss span is bulging out and up, but no visible signs of section loss. Pack rust at
connection between top of stairs and truss at both ends. At N main span supports, 3/4-inch
hole on bottom W face of NE column. (10/15)
Painted steel truss. Holes in bottom of third diagonal cross brace from south. Cross member
at middle of truss span is bulging out and up, but no visible signs of section loss. Pack rust at
connection between top of stairs and truss at both ends. At north main span supports, 3/4-
inch hole on bottom W face of NE column. (10/13)
10. Paint
(SIA-59A)
6 6 6 Light spotted rust on main span bottom chord members and diagonal cross brace members.
Light rust on base plates. Light rust and peeling paint at S intermediate platform. (10/17)
Light spotted rust on main span bottom chord members and diagonal cross brace members.
Light rust on base plates. Light rust and peeling paint at S intermediate platform. (10/15)
Light spotted rust on main span bottom chord members and diagonal cross brace members.
Light rust on base plates. Light rust and peeling paint at souh intermediate platform. (10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 7 7 7 Some light rust on column base plates. Moderate rust on stair base angles. (10/17)
Some light rust on column base plates. Moderate rust on stair base angles. (10/15)
Some light rust on column base plates. Moderate rust on stair base angles. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 7 Stair stringers on concrete foundation. Some minor scaling. (10/17)
At S main supports, there is a spall on the S side of the south concrete pedestal. (10/15)
At south main supports, there is a spall on the south side of the south concrete pedestal.
(10/13)
14. Piers
(SIA-60)
N N N Steel tube columns on concrete foundation pedestals. At N main span supports, 3/4-inch
hole on bottom W face of NE column. At S main supports, there is a spall on the S side of the
south concrete pedestal. (10/17)
(10/15)
(10/13)
15. Slope
Protection
N N N (10/17)
(10/15)
(10/13)
16. Channel
(SIA-61)
N N N (10/17)
(10/15)
(10/13)
17. Scour
Inspection
N N (10/17)
(10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
N N N New sidewalk at north stairs. Sidewalk at bottom of S stairs has scaling and spalling, new
sidewalk adjacent to stairs. Tree branches through fencing at south stair cut back. (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 10
19. Approach
Shoulders
Sidewalks
6 6 N (10/17)
The sidewalk at bottom of S stairs has scaling and spalling. Tree branches growing through
fencing at south stair and partially blocking the intermediate platform. (10/15)
The sidewalk at the bottom of the south stairs has scaling and spalling. Tree branches
growing through fencing at south stair. (10/13)
20. Approach
Slopes
Guardrail in front of main span foundation pedestals both north and south sides of Grand
River. (10/17)
(10/15)
(10/13)
21. Utilities (10/17)
(10/15)
(10/13)
22. Drainage
Culverts
(10/17)
(10/15)
(10/13)
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings N 71. Water Adequacy N
36B. Transitions N 72. Approach Alignment N
36C. Approach Guardrail N Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends N High Load Hit (M)No
Special Insp. Equipment
Underwater Insp. Method 0
False Decking (Timber) Removed to Complete Inspection N/A - No False Decking
Critical Feature Inspections (SIA-92)
Freq Date
92A. Fracture Critical
92B. Underwater
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 10
SUPPORTING IMAGES RT7F 10/12/2017
Document Name: IMG_1722.JPG Document Name: IMG_1783.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation.Comments: West elevation.
Document Name: PA120199.JPG Document Name: PA120212.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: New sidewalk at north stairs.Comments: Foundation pad / sidewalk at base of south stairs.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 10
Document Name: IMG_1748.JPG Document Name: IMG_1751.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stairs, looking south.Comments: North stairs, looking north at upper run and
intermediate platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 10
Document Name: IMG_1754.JPG Document Name: IMG_1759.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stairs, looking south at upper run and
intermediate platform.
Comments: South stairs, looking east at lower run.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 10
Document Name: IMG_1771.JPG Document Name: IMG_1786.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs, looking north.Comments: North main truss support. Rust hole on west face of
east diagonal brace.
Document Name: PA120200.JPG Document Name: PA120205.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stair intermediate platform. Scrape on outside of
north beam.
Comments: Main truss span. Third diagonal bottom brace from
south, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 10
Document Name: PA120225.JPG Document Name: PA120227.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span. First diagonal bottom brace from
south.
Comments: Main truss span. Corrosion and holes in third diagonal
bottom brace from south.
Document Name: PA120228.JPG Document Name: IMG_1725.JPG
Category: Superstructure Category: Bearings
Span Number:Span Number:
Comments: Main truss span. Bulging bottom lateral at midspan,
north side of splice.
Comments: North stairs. New base plate at bottom of south
stringer.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 10
Document Name: IMG_1767.JPG Document Name: IMG_1744.JPG
Category: Bearings Category: Substructure
Span Number:Span Number:
Comments: South stairs. Bottom of north stringer.Comments: North main truss span foundation pedestals, looking
north.
Document Name: IMG_1770.JPG Document Name: IMG_1773.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South main truss span foundation pedestals, looking
north.
Comments: South main truss span foundation pedestals, looking
south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 10
Document Name: PA120201.JPG Document Name: PA120216.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: North foundation pedestals, looking south.Comments: South stair foundation pedestals, looking southeast.
Document Name: IMG_1757.JPG
Category: Other
Span Number:
Comments: Bent sign at south stair intermediate platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 10
Bridge History, Type, Materials
27 - Year Built 1968
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 10
44 - Appr Span Bridge Type _
77 - Steel Type 1
78 - Paint Type 2
79 - Rail Type _
80 - Post Type _
107 - Deck Type 3
108A - Wearing Surface 9
108B - Membrane 0
108C - Deck Protection 0
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 44.9
49 - Structure Length 44.9
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 5.9
33 - Median 0
51 - Width Curb to Curb
52 - Width Out to Out 6.6
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/12/2017
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 0
58 - Deck Rating 7
58A/B - Deck Surface/Bottom 7 7
59 - Superstructure Rating 6
59A - Paint Rating 6
60 - Substructure Rating 7
61 - Channel Rating N
62 - Culvert Rating N
Navigation Data
38 - Navigation Control N
39 - Vertical Clearance 0
40 - Horizontal Clearance 0
111 - Pier Protection
116 - Lift Brdg Vert Clear
Route Carried By Structure(ON 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
28A - Lanes On
29 - ADT
30 - Year of ADT
32 - Appr Roadway Width
32A/B - Ap Pvt Type/Width
42A - Service Type On 3
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 0
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET
102 - Traffic Direct
109 - Truck %
110 - Truck Network
114 - Future ADT
115 - Year Future ADT
Freeway
Structure Appraisal
36A - Bridge Railing N
36B - Rail Transition N
36C - Approach Rail N
36D - Rail Termination N
67 - Structure Evaluation N
68 - Deck Geometry N
69 - Underclearance 3
71 - Waterway Adequacy N
72 - Approach Alignment N
103 - Temporary Structure
113 - Scour Criticality N
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 2
5B - Route Signing 5
5C - Level of Service 1
5D - Route Number 02003
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 15 2
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003356 01
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 17
28B - Lanes Under 2
29 - ADT 8684
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 43.31
54A - Left Feature H
54B - Left Underclearance 15 2
54C - Right Feature H
54D - Right Clearance 15 2
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 1.6
56 - Left Horiz Clearance 0
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck %
110 - Truck Network 0
114 - Future ADT 999999
115 - Year Future ADT
Freeway 0
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 7
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 2
64F - Fed Oper Rtg Load 0
64MA - Mich Oper Rtg Method
64MB - Mich Oper Rtg 0
64MC - Mich Oper Truck
65 - Inv Rtg Method 2
66 - Inventory Load 0
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS RT7F
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Appr. Pavement L Replace sidewalk at base of south stair.
Railing Repair M Reattach fencing at north stair.
Super Repair H Perform welded repairs at:
-Third diagonal cross brace from south on main span.
-Northeast diagonal brace at main span north supports.
Other L Replace bent "No Loitering" sign at south stair.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3941 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MASSACHUSETTS AVE 42.7474 / -84.536 334385000077P01 Fair Condition(6)
Feature Length / Width / Spans Owner
E GRAND RIVER AVENUE 44.9 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1200 E GRAND AVE LANSING 1968 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / RT7F N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1