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S-07 Case study

Gardner River High Bridge

Bid plans against Amendment 1. 7 sheets paired, 46 changes found, Yellowstone National Park, Wyoming.

The Federal Highway Administration and the National Park Service are not Sheetshift customers and did not take part. These are public bid drawings prepared by the US Government, which carry no copyright, run through Sheetshift for transparency.

Drawings prepared by Federal Highway Administration, Western Federal Lands Highway Division. Issued by National Park Service, Yellowstone National Park.

sheets paired
7
old sheets not re-issued
64
changes found
46
inside a cloud
9
design changes outside every cloud found
12
clouds found
13

Listed apart, not counted as design changes: 5 revision records, 12 designer marks, 47 plotting-noise differences.

S-07.1 The sheets

Sheet by sheet.

SheetChanges foundInside a cloudOutside every cloudSet aside as noise
D.3 — title needs confirmation7302
F.3 — title needs confirmation178315
S.2 — General Notesfrom the drawing index7420
S.4 — Approach Span Sectionsfrom the drawing index3100
S.5 — Approach 1 Slabfrom the drawing index7331
S.6 — Approach 2 Slabfrom the drawing index1000
S.7 — Approach Span Reinforcementfrom the drawing index40429

S-07.2 The written list

What the designers wrote, against what was found.

The designers' own list, matched by Sheetshift, not yet checked by a person.

D.3 · Plan sheet # D.3 Adds additional information and drawings.

Found: C-001

Old version of C-001
Old · C-001
New version of C-001
New · C-001
C-001Wording or number changedMedium
Design changeInside a cloud

Values: SureCoverage: Complete

The label pointing to the dashed box changed from 'Existing bridge' to 'Construction limits'.

Old
Existing bridge
New
Construction limits
  • label text: Existing bridge → Construction limits

Sheetshift AI suggests. Needs an engineer's confirmation.

F.3 · Plan sheet # F.3 Adds additional information and drawings.

Found: 10 changes

S.02 · Plan sheet # S.02 Adds additional information.

Found: C-042

Old version of C-042
Old · C-042
New version of C-042
New · C-042
C-042Wording or number changedHigh
Design changeInside a cloud

Values: SureCoverage: Complete

The general notes list was expanded from 6 notes to 10 notes, adding detailed descriptions for repairs, rivets, and quantities.

Old
NOTES: (1) Contract quantity. (2) Includes cost of removal, reinforcing steel, end guard angles, and drainage system. (3) Includes cost of removal, excavation, foundation fill, reinforcing steel, and backfill.
New
NOTES: (1) Contract quantity. (2) Includes cost of removal, reinforcing steel, end guard angles, and drainage system. (3) Includes cost of removal, excavation, foundation fill, reinforcing steel, and backfill.
  • Note (4): Includes cost of misc. steel repair, cleaning and lubricating bearing, repairing damaged existing railing (5 Locations), and new railing improvements. → Includes cost of misc. steel repair, cleaning and lubricating bearing, repairing damaged existing railing, and new railing improvements.
  • Note (5): 155,000 SQFT (Information Only Quantity) → Includes repair of damaged bridge railing at 5 Locations. Extent of each repair location defined by a single post and the two adjacent spans of railing.
  • Note (6): 23,550 SQFT (Information Only Quantity) → 150 misshapen/misinstalled rivets, and 20 missing rivets (Information Only Quantity)
  • Note (7): nothing → 180 plank attachment assemblies, 45 floor beam hanger assemblies, and 15 cable railing u-bolt assemblies (Information Only Quantity)
  • Note (8): nothing → 155,000 SQFT (Information Only Quantity)
  • Note (9): nothing → 800 LNFT (Information Only Quantity)
  • Note (10): nothing → 23,550 SQFT (Information Only Quantity)

May affect Structural steel and connections: Notes describe specific quantities of rivets, plank attachments, and hanger assemblies.

Re-check: Re-check steel repair quantities and scope.

Sheetshift AI suggests. Needs an engineer's confirmation.

S.04 · Plan sheet # S.04 Adds additional information.

Found: C-049

Old version of C-049
Old · C-049
New version of C-049
New · C-049
C-049Wording or number changedMedium
Design changeInside a cloud

Values: SureCoverage: Complete

The stirrup bar mark changed from #4B5 to #4B4 under revision 1.

Old
#4B5 Stirrup (typ.)
New
#4B4 Stirrup (typ.)
  • bar mark: #4B5 Stirrup → #4B4 Stirrup
  • stirrup bar mark: #4B5 Stirrup (typ.) → #4B4 Stirrup (typ.)
  • revision triangle: nothing → 1

May affect Reinforcement: The stirrup bar mark changed from #4B5 to #4B4.

Re-check: Check the bar bending schedules and order lists for the correct stirrup mark.

Sheetshift AI suggests. Needs an engineer's confirmation.

S.05 · Plan sheet # S.05 Adds additional information.

Found: C-056

Old version of C-056
Old · C-056
New version of C-056
New · C-056
C-056Member size changedHigh
Design changeInside a cloud

Values: SureCoverage: Partial

Not yet explained: “1” on the new sheet.

The bar size changed from #4S13 to #4S7.

Old
#4S13 @ 2'-8" Str. (Typ.)
New
#4S7 @ 2'-8" Str. (Typ.)
  • bar callout: #4S13 @ 2'-8" Str. (Typ.) → #4S7 @ 2'-8" Str. (Typ.)

May affect Reinforcement: The bar size changed from #4S13 to #4S7.

Re-check: Verify the correct bar size is ordered and installed.

Sheetshift AI suggests. Needs an engineer's confirmation.

S.06 · Plan sheet # S.06 Adds additional information.

Not found

S.07 · Plan sheet # S.07 Adds additional information.

Found: C-061

Old version of C-061
Old · C-061
New version of C-061
New · C-061
C-061Wording or number changedHigh
Design changeNot marked

Values: Fairly sureCoverage: Complete

Bar marks #6S8 and #6S16 were changed to #4S8 and #4S16 respectively, with revision 1 tags added.

Old
#6S8 and #6S16
New
#4S8 and #4S16
  • bar mark #6S8: #6S8 → #4S8
  • bar mark #6S16: #6S16 → #4S16
The table as it was and as it is now. Changed cells are highlighted.
#4S84140'-2"Guard Angle
(header)#6S8#4S8····
#4S16#4S164140'-2"Guard Angle
#6S16#6S16removed4removed14removed0'-2"removedGuard Angleremoved

May affect Reinforcement: Bar marks changed in the schedule

Re-check: Re-check bar schedule and procurement list for #4S8 and #4S16

Sheetshift AI suggests. Needs an engineer's confirmation.

S-07.3 Where it fell short

What this run missed or got wrong.

Listed here because a checker that only shows its wins cannot be trusted.
  • S.06: the written item “Plan sheet # S.06 Adds additional information.” was not found among the changes.
  • 47 more differences were set aside as probably not a design change. Nothing is deleted; a person can show them again.
  • 12 of the 29 design changes sit outside every cloud Sheetshift found. Whether each is a real design change, or a cloud the designer drew that Sheetshift did not recognise, is for a person to judge from the crops below.

S-07.4 Changes

The changes, with their crops.

Real changes from this run, old on the left and new on the right.
Old version of C-049
Old · C-049
New version of C-049
New · C-049
C-049Wording or number changedMedium
Design changeInside a cloud

Values: SureCoverage: Complete

The stirrup bar mark changed from #4B5 to #4B4 under revision 1.

Old
#4B5 Stirrup (typ.)
New
#4B4 Stirrup (typ.)
  • bar mark: #4B5 Stirrup → #4B4 Stirrup
  • stirrup bar mark: #4B5 Stirrup (typ.) → #4B4 Stirrup (typ.)
  • revision triangle: nothing → 1

May affect Reinforcement: The stirrup bar mark changed from #4B5 to #4B4.

Re-check: Check the bar bending schedules and order lists for the correct stirrup mark.

Sheetshift AI suggests. Needs an engineer's confirmation.

Old version of C-061
Old · C-061
New version of C-061
New · C-061
C-061Wording or number changedHigh
Design changeNot marked

Values: Fairly sureCoverage: Complete

Bar marks #6S8 and #6S16 were changed to #4S8 and #4S16 respectively, with revision 1 tags added.

Old
#6S8 and #6S16
New
#4S8 and #4S16
  • bar mark #6S8: #6S8 → #4S8
  • bar mark #6S16: #6S16 → #4S16
The table as it was and as it is now. Changed cells are highlighted.
#4S84140'-2"Guard Angle
(header)#6S8#4S8····
#4S16#4S164140'-2"Guard Angle
#6S16#6S16removed4removed14removed0'-2"removedGuard Angleremoved

May affect Reinforcement: Bar marks changed in the schedule

Re-check: Re-check bar schedule and procurement list for #4S8 and #4S16

Sheetshift AI suggests. Needs an engineer's confirmation.

Old version of C-042
Old · C-042
New version of C-042
New · C-042
C-042Wording or number changedHigh
Design changeInside a cloud

Values: SureCoverage: Complete

The general notes list was expanded from 6 notes to 10 notes, adding detailed descriptions for repairs, rivets, and quantities.

Old
NOTES: (1) Contract quantity. (2) Includes cost of removal, reinforcing steel, end guard angles, and drainage system. (3) Includes cost of removal, excavation, foundation fill, reinforcing steel, and backfill.
New
NOTES: (1) Contract quantity. (2) Includes cost of removal, reinforcing steel, end guard angles, and drainage system. (3) Includes cost of removal, excavation, foundation fill, reinforcing steel, and backfill.
  • Note (4): Includes cost of misc. steel repair, cleaning and lubricating bearing, repairing damaged existing railing (5 Locations), and new railing improvements. → Includes cost of misc. steel repair, cleaning and lubricating bearing, repairing damaged existing railing, and new railing improvements.
  • Note (5): 155,000 SQFT (Information Only Quantity) → Includes repair of damaged bridge railing at 5 Locations. Extent of each repair location defined by a single post and the two adjacent spans of railing.
  • Note (6): 23,550 SQFT (Information Only Quantity) → 150 misshapen/misinstalled rivets, and 20 missing rivets (Information Only Quantity)
  • Note (7): nothing → 180 plank attachment assemblies, 45 floor beam hanger assemblies, and 15 cable railing u-bolt assemblies (Information Only Quantity)
  • Note (8): nothing → 155,000 SQFT (Information Only Quantity)
  • Note (9): nothing → 800 LNFT (Information Only Quantity)
  • Note (10): nothing → 23,550 SQFT (Information Only Quantity)

May affect Structural steel and connections: Notes describe specific quantities of rivets, plank attachments, and hanger assemblies.

Re-check: Re-check steel repair quantities and scope.

Sheetshift AI suggests. Needs an engineer's confirmation.

Old version of C-056
Old · C-056
New version of C-056
New · C-056
C-056Member size changedHigh
Design changeInside a cloud

Values: SureCoverage: Partial

Not yet explained: “1” on the new sheet.

The bar size changed from #4S13 to #4S7.

Old
#4S13 @ 2'-8" Str. (Typ.)
New
#4S7 @ 2'-8" Str. (Typ.)
  • bar callout: #4S13 @ 2'-8" Str. (Typ.) → #4S7 @ 2'-8" Str. (Typ.)

May affect Reinforcement: The bar size changed from #4S13 to #4S7.

Re-check: Verify the correct bar size is ordered and installed.

Sheetshift AI suggests. Needs an engineer's confirmation.

Old version of C-001
Old · C-001
New version of C-001
New · C-001
C-001Wording or number changedMedium
Design changeInside a cloud

Values: SureCoverage: Complete

The label pointing to the dashed box changed from 'Existing bridge' to 'Construction limits'.

Old
Existing bridge
New
Construction limits
  • label text: Existing bridge → Construction limits

Sheetshift AI suggests. Needs an engineer's confirmation.

S-13 Start

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