REA Final - 22 Dec 20 - eBook - 1682 pages

Request for Equitable Adjustment LaGuardia Airport Central Terminal Building Replacement Project Pedestrian Bridge B December 2020

Request for EquitableAdjustment

PREFACE

CHAPTER 1: OVERVIEW

Amount Requested Primary Impacts to Increase Costs Primary Issues

CHAPTER 2: CHRONOLOGICAL ACCOUNT Field Notes

CHAPTER 3: NOTICES

Letters Emails Texts

CHAPTER 4: ABOUT SPEARHEAD

2020 Executive Summary 2019 Skanska Annual and Sustainability Report ENR Article $8B LGA Modernization, 27 Oct 20

APPENDICES

Meeting Requests Back Charges / CORs Project Meeting Minutes Presentations Contract Documents Additional

Preface

Spearhead Construction, LLC (“Spearhead”): Spearhead, a minority, woman, and veteran owned business, successfully completed the agreed scope of work for interior carpentry and finishes at the Pedestrian Bridge B (PBB) of the LaGuardia Airport Central Terminal Building Replacement Project. 1 Request for Equitable Adjustment: Spearhead requests an equitable adjustment (REA) to its contract in the amount of $2,265,784. Issues beyond Spearhead’s control negatively impacted productivity, driving costs substantially higher than the original contract price. Spearhead Scope: Spearhead’s work took place on Level 4 at the Pedestrian Bridge (PBB). Spearhead’s interior carpentry scope of work included installation of walls, ceilings and soffits. Spearhead also enclosed structural steel trusses with sculpted Glass Fiber Reinforced Gypsum and Cement (GFRG/C) to conceal the steel members. Scope was added to Spearhead’s contract to include walls and ceilings at transition areas on Levels 1 through 3, and the escalator from Level 4 to Level 3. Primary Issues While Spearhead anticipated its work to be challenging, it did not expect to be buried by three (3) major issues: Each of these issues created cascading delays, productivity losses, or increased labor hours, which escalated job costs. Throughout the construction timeframe, Spearhead informed the Project Management team, daily, about these issues. 2 Delayed Start Prior to signing its contract, SWJV never shared the extent to which the project was already delayed or the extent of the known structural steel deficiencies. As a result, Spearhead planned its work in accordance with milestone dates found in Exhibit D of its Subcontract, 3 which provided an eight-month duration to complete its work. Spearhead’s start was delayed by four and a half months . Despite providing timely Notice of Delay, 4 SWJV refused to extend the deadline for completion of Spearhead’s work. 1 Subcontract Number 1213126J-000.620027 2 CH 2: Chronological Account, Field Notes & Emails; CH 3: Notices, Notices Email 3 Appendices, Contract Documents, PBB Exhibit D Milestone Dates 4 CH 3: Notices, Notices – Letter, Delayed Start, 8 Aug 19 Letter – Notice of Claim: Revised Start Date What Spearhead “bid” and what Spearhead “found” upon arrival were significantly different conditions. 1. Delayed start, 2. Structural steel deficiencies, and 3. Lack of Project Schedule

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

Additionally, SWJV added a Change Order to Spearhead’s Base Contract to be completed concurrently and increased Spearhead’s construction duration from eight months to nine months. The delayed start meant Spearhead’s work was compressed from 9 months to 4.5 months.

Without a change to its end date, Spearhead faced completing its work in half the time.

SWJV threatened Liquidated Damages and directed Spearhead to add more manpower and resources to accelerate its work under this compressed schedule, causing Spearhead to incur extraordinary additional expenses beyond what was requested in its bidding documents and/or what is reasonably expected in relation to its Subcontract. Spearhead increased its manpower by 140%, added a second shift, and worked both shifts every day, including weekends, holidays, and overtime, or extended hours. Spearhead attributes 2,550 hours of lost productivity due to inefficiencies caused by overtime. Structural Steel Deficiencies A lack of quality control and improper installation of steel severely impacted Spearhead’s productivity. 5 Spearhead encountered unexpected field conditions that resulted in a lack of clarity, created extra work, additional engineering, and required unanticipated, on-site field modifications to every framing member and pre-formed piece of GFRG/C installed at every truss. Prior to starting its work, Spearhead participated in coordination meetings with HOK representatives, Plasterform, the GFRG/C manufacturer, and SWJV. Prior to beginning its work, Spearhead learned that SWJV was aware of structural steel deficiencies but had not shared this information with Spearhead. In one call in particular, the HOK representative pointed out that bolts had been installed backwards at the gusset plates and knew the bolts would interfere with the installation of the GFRG capitals, which they did. When Spearhead requested a Change Order to allow Plasterform to recast the pieces, SWJV refused to pay for the change 6 and forced Spearhead to solve the issue in the field, which we did, at great expense. The continuous rework and work-around solutions were necessary at each truss and accounted for dramatic losses of production. Additionally, Spearhead could not deploy multiple crews in different locations because the work had to be performed in sequence in order to align each tapered leg over the 450-foot span. 7 5 CH 1: Overview, Issues, Steel, PBB Deficiency Log – Concrete Slab Deficiencies: Bridge is flat but not level. The Pedestrian Bridge Deficiency Log points to deficiencies in the concrete slab pour. Spearhead had to scribe the GFRC bases at each truss that pitched South to North and West to East. At the center of the bridge, the deck actually swells upwards instead of pitching downward toward the North. Complicating matters further, each side of the bridge pitches in different, or unique, increments. The slope is inconsistent, falling sharply in some areas and smoothing out in other areas. Leveling the bases to the deck while also taking into account the out of plumb trusses at every single base took time to establish a level line and scribe the bottoms. Spearhead conducted a survey in 5’- 0” increments and found its results matched the inspector performing the official survey. 6 CH 3: Notices, EM-6 12 Jun 19 Extra Cost – Bolts installed backwards – Mock thinks it’s fine to spitball calculations on a napkin and decide a “fair value” for Spearhead to overcome this known structural deficiency. 7 CH 1: Overview, Issues, Steel, PBB Deficiency Log– Non-Conformance – As-Built geometry not in compliance with designed profile. Out of plumb trusses and improperly installed bolts led to lost time at every truss. Ripping studs at an angle to “square up” steel by up 2” at the tops or bottoms is NOT typical.

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

The movement / out of alignment of the steel also impacted the roof and deck elevations. Spearhead had to routinely “come back” or change ceiling elevations as a result of differing field conditions while the GFRC bases had to be cut along the uneven concrete deck that was “flat, but not level.” Lack of Schedule Despite repeated requests 8 , SWJV refused to provide a current, official project schedule to Spearhead. Without even a 2-week “Look Ahead,” Spearhead was left to make sense of images stitched together during the mandatory Pull Sessions hosted by SWJV back in July 2019. The lack of Schedule created an atmosphere of The Wild West with poor coordination leading to issues including, but not limited to:

• Congestion • Trade Stacking • Out of sequence work • Out of sequence fabrication of GFRG/C • Hoist delays • Stop-and-go work • Re-work • Comebacks • Short notice stoppages • Short notice delivery moratoriums • Poor access to work areas • Other delays such as wait time for 3 separate inspectors • “Hey you” extra work • Damage to installed work

In Summary Each of these issues created cascading delays, productivity losses and escalated costs. As the pace became frenetic, Spearhead proactively hosted weekly collaboration meetings to help SWJV meet a “schedule” Spearhead was only saw one time, in July 2019, on Post-It notes. Throughout the construction timeframe, Spearhead informed SWJV, daily, about these issues with minimal resolution. Detailed project notes and communications are provided to validate these claims. Spearhead Construction respectfully requests an immediate and equitable resolution in the amount of $2,265,784 before January 30, 2021. The delayed close out of this project continues to have a meaningful, negative financial impact on Spearhead Construction, and its owner.

Thank you for your attention.

8 Requests made in 23 Jan 19, 20 Mar 19, 10 May 2019, 14 May 19, 25 Jun 19, 16 Sep 19, 9 Oct 19, 23 Oct 19, 24 Oct 19, 4 Nov 19, 7 Nov 19, 9 Dec 19, 23 Dec 19.

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

A Word About the Format of Spearhead’s REA eBook

Spearhead uses an eBook format to share several, large files at once. Individual documents, or the entire eBook, can be downloaded as needed. Following this Preface , Chapter 1 Details of specific issues and factors justifying this request. Chapter 2 Chronological account with contemporaneous, Superintendent’s Field Notes Chapter 3 Spearhead Notices, either by Formal Letter or by Email. Chapter 4 Information about Spearhead Construction. Appendices Include: Meeting Requests Back Charges / CORs Project Meeting Minutes Presentations Contract Documents Additional

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

Request for EquitableAdjustment

PREFACE

CHAPTER 1: OVERVIEW

Amount Requested Scope of Work Issues Impacting Productivity

CHAPTER 2: CHRONOLOGICAL ACCOUNT Field Notes

CHAPTER 3: NOTICES

Letters Emails Texts

CHAPTER 4: ABOUT SPEARHEAD

2020 Executive Summary 2019 Skanska Annual and Sustainability Report ENR Article $8B LGA Modernization, 27 Oct 20

APPENDICES

Meeting Requests Back Charges / CORs Project Meeting Minutes Presentations Contract Documents Additional

REQUEST FOR EQUITABLE ADJUSTMENT Summary of Costs and Payments

Job Costs

6,009,035 $ 4,038,788 $ 1,970,247 $

Payments to date

Difference

15% Markup on Differnce Subtotal to Spearhead

$

295,537

2,265,784 $

Plus Remaining Items

Retainage

$ $ $

190,943 274,048 464,991

Outstanding CORs

Subtotal to Spearhead

Less BOH Credit / Deduct

(234,062) $

Less Back Charges

$

(26,775)

Subtotal to SWJV

(260,837) $

Total REA Amount

2,469,938 $

SCOPE

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

Spearhead Key Dates

Contract Duration: 8 months Compressed Duration: 3.5 months

Spearhead Base Contract Scope of Work located on Pedestrian Bridge B, Level 4

Verbal Award Spearhead Informed Awarded PBB

Oct 17

Plasterform Visit Canada Trip

14 Nov 18

Subcontract Agreement Spearhead Subcontract Agreement

30 Jan 19

Spearhead Carpenter Training Day NYC Carpenters Training Facility

25 Jul 19

Milestone Start Base Contract Start

Apr 19

Key Milestone Dates Spearhead Start and End Dates

4.5 months 1

Actual Start Delayed start date

14 Aug 19

1 Milestone Start delayed 4.5 months. 2 Without a change to its end date, Spearhead expected to compress 8 months of work into 3.5 months.

3.5 months 2

Milestone End Base Contract End

Nov 19

Spearhead Scope of Work

Mission Task Execution Spearhead Base Contract Scope of Work located on Pedestrian Bridge B, Level 4.

Pedestrian Bridge B (PBB) - Trusses

Scope of Work consisted of encasing bridge trusses with custom, sculptural Glass Fiber Reinforced Gypsum and / or Cement (GFRG/C) pieces forming the capitals, truss “legs,” and bases.

Spearhead Scope of Work

Mission Task Execution Spearhead Base Contract Scope of Work located on Pedestrian Bridge B, Level 4.

PBB – Walls, Soffits, Ceilings Level 4

Scope of Work also consisted of curved soffits, ceilings and walls on Level 4.

Spearhead Key Dates

Revised Contract Duration: 9 months Compressed Duration: 4.5 months

Spearhead Change Order Scope of Work located on Levels 1 through 4

Subcontract Agreement Spearhead Subcontract Agreement

30 Jan 19

Contract Milestone Start Date Contract Start

Apr 19

Actual Start Delayed start date

Key Milestone Dates Spearhead Added Scope of Work

14 Aug 19

BOH CO #2 Start Added Scope

30 Aug 19

1 BOH CO #2 revised Contract End Date to Dec 19. Spearhead expected to compress 9 months of work into 4.5 months duration.

1 4.5 months

Revised Milestone End Contract End

Dec 19

Back of House (BOH)

Mission Task Execution Spearhead Change Order Scope of Work located on Levels 1 through 4.

Scope of Work - BOH

SWJV identified a “scope gap” for the area between the Pedestrian Bridge and Concourse B, also known as, “Back of House” (BOH). SWJV selected Spearhead to perform this work and BOH Change Order (CO) #2 reflects the additional scope.

The BOH CO #2 consisted of installation and finish of gypsum walls and ceilings in areas throughout Levels 1 through 4, including:

Stairwell Lobbies

Escalator

Elevators

Control rooms

Electric closets

Additional, areas included:

A roof access corridor , stretching across the escalator, connects the BOH areas on Level 4 to the exterior of the building. The line of demarcation between Concourse B and BOH scope of work occurs at the corridor ceiling and expansion joints between both areas.

A suspended ceiling below the access corridor conceals the walkway with upturned, flared returns.

A feature wall on Level 3 encapsulates the northern face of the elevator lobby. The gypsum partition transitions into a rounded, GFRG corner, continuing to the foot of the escalator.

ISSUES

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

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

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

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

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

/(+ (5 047(*; 65 796+<*;0=0;@ (: >692,9: ;90,+ ;6 36*(;, *<:;64 70,*,: -69 :7,*0-0* 05:;(33(;065 36*(;065: ",30(5*, 65 ( :05.3, 3<33 >0;/6<; ( )(*2<7 05 9,:,9=, ;6 36(+ ;/, 16) -69 (33 ;9(+,: 9,:<3;,+ 05 +,3(@: .,;;05. 4(;,90(3: (5+ ,8<074,5; 65 ;/, )90+., $/, 3<33 )962, +6>5 6-;,5 (5+ ;662 >,,2: ;6 /60:; #7,(9/,(+D: 3(:; 30-; ;6 ;/, 16) 9,:<3;05. 05 ( 36:: 6- 796+<*;065 +<905. ;/(; 7,906+ -;,5 +,30=,90,: /(+ ;6 ), :*/,+<3,+ 65 >,,2,5+: >/0*/ 9,:<3;,+ 05 79,40<4 3()69 (5+ +,30=,9@ *6:;: #<9790:, 469(;690<4 6- +,30=,90,: (3:6 9,:<3;,+ 05 +,3(@: 6- 5,,+,+ 4(;,90(3:

Spearhead Construction, LLC * PO Box 575 * Fort Montgomery, NY 10922

Spearhead Loss of Productivity

Cause and Effect

Spearhead Lost Productivity

DELAYED START

NO SCHEDULE

OVERTIME

2x MANPOWER

GFRG “NO GUARANTEE”

DELIVERY DELAYS

2 nd SHIFT

UNSCHEDULED WORK STOPPAGE

INSPECTION DELAYS

WEEKENDS

HOLIDAYS

ABANDONDED “HEAT MAP”

OUT OF SEQUENCE WORK

DAMAGE TO WORK

LOST TIME

INCONSISTENT SLOPE

FLOOR DECK DROPPED

POOR ACCESS

ROOF PITCHED

BOLTS INSTALLED BACKWARDS

LACK OF ACCESS TO WORK AREAS

TRUSSES OUT OF PLUMB

ACCESS

STEEL “FOUND CONDITIONS”

What Spearhead built is completely different than what Spearhead contracted for.

Spearhead Loss of Production Three specific issues beyond Spearhead’s control caused substantial Loss of Productivity (LOP)

Cause and Effect

Summary Lost Hours

Lost Hours: Steel Issues

259

DELAYED START

NO SCHEDULE

Comeback Work

759

• Compressed Durations • Overmanning (2x labor force) • Overtime inefficiencies • Congestion

Congestion

361

• Congestion • Trade stacking • Poor coordination

Delays, Starts & Stops

4272

• Out of sequence work • Comebacks and rework • Reassignment of manpower

Extras

91

LOST TIME

Production Loss

1852

Framing from Ground

171

• Reassignment of manpower • Poor access to work areas • Congestion

CORS (PCO and COs)

1373

GFRG/C Delivery Delay

1792

• Massive Re-work • Out of sequence work

ACCESS

Panelmax Fabrication

1227

Overtime Inefficiencies

2550

STEEL “FOUND CONDITIONS”

Total LOP Hours

14,707

What Spearhead built is completely different than what Spearhead contracted for.

Spearhead Impact of Delayed Start

Compressed Work Duration

Spearhead Lost Productivity

Impact of Delayed Start

Compressed Duration

Spearhead Innovation Blue Banger Hangers Panelmax (2 Carps, not included in bid price)

Inefficient Access to work areas

Loss of Productivity; Lost time

Poor Scaffold Design

Spearhead provided efficient scaffold solution; PM’s inefficient scaffold resulted in lost time, 3-tiered bakers on top of scaffold, and pipe scaffold directly on escalator treads

Spiders

Takes 3.5 mins RT to reach location @ Moving Walkway

Congestion

Loss of Productivity Trade stacking; Overmanning GFRG sat in warehouse for entire month due to congestion on bridge Request to work 2nd shift to alleviate congestion (denied)

Lull, 1 ea

Delays in getting materials and equipment to work areas 3 weeks to hoist last Spearhead lift Delays waiting for repairs to lull

Overtime

Consecutive days of overtime leads to substantial lost productivity

Spearhead Delayed Start Spearhead worked outside the box to aid Compressed Schedule

Innovation BBH and Panelmax

Innovation – Spearhead hustled to get Blue Banger Hangers approved prior to roof membrane. We worked as the concrete decking cured. To remove risk of GFRG fabrication shortfall, or delay, Spearhead acquired Panelmax to fabricate truss legs on site. Spearhead took this on as a way to help SWJV with its compressed schedule.

Innovation BBH and Panelmax

ENTER TEXT Enter Text Enter Text Spearhead Delayed Start Major source of Increased Costs – Compressed Schedule

Enter Text Poor Access

Spearhead provided solution for fixed platform with “window washer” sides that would allow all trades to work efficiently above escalator. No damage to side walls upon removal of scaffold. PM ordered inefficient, terraced hanging scaffold, instead. Poor access created: 1. Unnecessary safety risk using 3-tiered bakers' scaffold on top of hanging platform 2. Loss of productivity caused by comeback or re-work

Spearhead Delayed Start Major source of Increased Costs – Compressed Schedule

Congestion Moving Walkway

Spearhead Delayed Start Major source of Increased Costs – Compressed Schedule

Congestion

Spearhead Delayed Start Major source of Increased Costs – Compressed Schedule

Congestion Materials for Level 3

Weekday Night Shift

7/30/19

7/31/19 8/1/19 8/2/19 8/3/19

8/4/19

8/5/19 8/6/19 8/7/19 8/8/19 8/9/19

8/10/19

8/11/19

8/12/19

8/13/19

8/14/19

8/15/19

8/16/19

8/17/19

8/18/19

8/19/19

8/20/19

8/21/19

8/22/19

8/23/19

8/24/19

8/25/19

Over Time

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Acha, Carlos Aquino, Dionicio Argueta, Raimundo Bertrand, Phillip Bommarito, MatthewA. Bonia, Miguel

Boodram, Kashwar Boratynski, Pawel Byrde, Lesroy Cameron, Darin Cantos, Pablo Carr, Brian Chalco, Luis

Charles, Floyd Charles, Kelvin

Chavarria, Carlos Conway, Daniel Cotton, Clifton DeLa Cruz , Luis E. DeLa Cruz Huertas, Luis R. DeLa Cruz, JoseF. DeCastro, Phil Dickerson, Jamel Ecker, Joseph Edwards, Dwayne Elder, Ryan Fleming, Daniel Flores, Jorge

Gerena, Steven Gibbons, Jared Gilmour, Russell Gonzalez, Humberto Harrington, Brian Hart, Jonathan Hill, Kristoph Holness, Gauntlett Johns, Brian

Johnson, Robert Johnston, Brian Joseph, Steven Kennedy, Daniel Krajniak, Marek Lake, Jules

Leal, Octavio Lewis, Andre Lewis, Marlon Liparini, Stephen Lucero-Lucero, Edgar Luke, Leroy Malone , Edward Martinez, Jose McAlonen, Tom McKenna, George Milo, Andrew Miuccio, Anthony Miuccio, Gary Munoa, Oscar Munoz, Luis Nerys, Hector Nicholson, Nequan Pigott, Mikee Puello, Ruben Raikes, Ken Ramsaroop, Sahadeo Rench, Arthur J Reyes, Jeovani Ricketts, Nicholas Rizzo, Michael Rodriguez, Carlos Saldana, Joao Salguero-Infante, Edwin Silva, Victor Simon, Joseph Sosa, Jose Sosa, JoseM. Tatum, Fleming Thomas, Ainsworth Thomas, Craig Tunnicliffe, Steven Vargas, Erik Vigo, Nigel Wedderburn, Omeal Olazabal, Ysidro Oliveras, Eliseo Olvera, Luis E. O'Reilly, Thomas Perez, Pedro Peters, Hayden

Wells, Matthew Wiggins, William

Legend Employee work period (Regular, Overtime, and 2nd Shift), shown by day.

8/26/19

8/27/19

8/28/19

8/29/19

8/30/19

8/31/19

9/1/19

9/2/19 9/3/19 9/4/19 9/5/19 9/6/19 9/7/19

9/8/19

9/9/19

9/10/19

9/11/19

9/12/19

9/13/19

9/14/19

9/15/19

9/16/19

9/17/19

9/18/19

9/19/19

9/20/19

9/21/19

9/22/19

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Weekday Night Shift

9/23/19

9/24/19

9/25/19

9/26/19

9/27/19

9/28/19

9/29/19

9/30/19

10/1/19

10/2/19

10/3/19

10/4/19

10/5/19

10/6/19

10/7/19

10/8/19

10/9/19

10/10/19

10/11/19

10/12/19

10/13/19

10/14/19

10/15/19

10/16/19

10/17/19

10/18/19

10/19/19

10/20/19

Over Time

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Acha, Carlos Aquino, Dionicio Argueta, Raimundo Bertrand, Phillip Bommarito, MatthewA. Bonia, Miguel

Boodram, Kashwar Boratynski, Pawel Byrde, Lesroy Cameron, Darin Cantos, Pablo Carr, Brian Chalco, Luis

Charles, Floyd Charles, Kelvin

Chavarria, Carlos Conway, Daniel Cotton, Clifton DeLa Cruz , Luis E. DeLa Cruz Huertas, Luis R. DeLa Cruz, JoseF. DeCastro, Phil Dickerson, Jamel Ecker, Joseph Edwards, Dwayne Elder, Ryan Fleming, Daniel Flores, Jorge

Gerena, Steven Gibbons, Jared Gilmour, Russell Gonzalez, Humberto Harrington, Brian Hart, Jonathan Hill, Kristoph Holness, Gauntlett Johns, Brian

Johnson, Robert Johnston, Brian Joseph, Steven Kennedy, Daniel Krajniak, Marek Lake, Jules

Leal, Octavio Lewis, Andre Lewis, Marlon Liparini, Stephen Lucero-Lucero, Edgar Luke, Leroy Malone , Edward Martinez, Jose McAlonen, Tom McKenna, George Milo, Andrew Miuccio, Anthony Miuccio, Gary Munoa, Oscar Munoz, Luis Nerys, Hector Nicholson, Nequan Pigott, Mikee Puello, Ruben Raikes, Ken Ramsaroop, Sahadeo Rench, Arthur J Reyes, Jeovani Ricketts, Nicholas Rizzo, Michael Rodriguez, Carlos Saldana, Joao Salguero-Infante, Edwin Silva, Victor Simon, Joseph Sosa, Jose Sosa, JoseM. Tatum, Fleming Thomas, Ainsworth Thomas, Craig Tunnicliffe, Steven Vargas, Erik Vigo, Nigel Wedderburn, Omeal Olazabal, Ysidro Oliveras, Eliseo Olvera, Luis E. O'Reilly, Thomas Perez, Pedro Peters, Hayden

Wells, Matthew Wiggins, William

Legend Employee work period (Regular, Overtime, and 2nd Shift), shown by day.

10/21/19

10/22/19

10/23/19

10/24/19

10/25/19

10/26/19

10/27/19

10/28/19

10/29/19

10/30/19

10/31/19

11/1/19

11/2/19

11/3/19

11/4/19

11/5/19

11/6/19

11/7/19

11/8/19

11/9/19

11/10/19

11/11/19

11/12/19

11/13/19

11/14/19

11/15/19

11/16/19

11/17/19

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Weekday Night Shift

11/18/19

11/19/19

11/20/19

11/21/19

11/22/19

11/23/19

11/24/19

11/25/19

11/26/19

11/27/19

11/28/19

11/29/19

11/30/19

12/1/19

12/2/19

12/3/19

12/4/19

12/5/19

12/6/19

12/7/19

12/8/19

12/9/19

12/10/19

12/11/19

12/12/19

12/13/19

12/14/19

12/15/19

Over Time

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Acha, Carlos Aquino, Dionicio Argueta, Raimundo Bertrand, Phillip Bommarito, MatthewA. Bonia, Miguel

Boodram, Kashwar Boratynski, Pawel Byrde, Lesroy Cameron, Darin Cantos, Pablo Carr, Brian Chalco, Luis

Charles, Floyd Charles, Kelvin

Chavarria, Carlos Conway, Daniel Cotton, Clifton DeLa Cruz , Luis E. DeLa Cruz Huertas, Luis R. DeLa Cruz, JoseF. DeCastro, Phil Dickerson, Jamel Ecker, Joseph Edwards, Dwayne Elder, Ryan Fleming, Daniel Flores, Jorge

Gerena, Steven Gibbons, Jared Gilmour, Russell Gonzalez, Humberto Harrington, Brian Hart, Jonathan Hill, Kristoph Holness, Gauntlett Johns, Brian

Johnson, Robert Johnston, Brian Joseph, Steven Kennedy, Daniel Krajniak, Marek Lake, Jules

Leal, Octavio Lewis, Andre Lewis, Marlon Liparini, Stephen Lucero-Lucero, Edgar Luke, Leroy Malone , Edward Martinez, Jose McAlonen, Tom McKenna, George Milo, Andrew Miuccio, Anthony Miuccio, Gary Munoa, Oscar Munoz, Luis Nerys, Hector Nicholson, Nequan Pigott, Mikee Puello, Ruben Raikes, Ken Ramsaroop, Sahadeo Rench, Arthur J Reyes, Jeovani Ricketts, Nicholas Rizzo, Michael Rodriguez, Carlos Saldana, Joao Salguero-Infante, Edwin Silva, Victor Simon, Joseph Sosa, Jose Sosa, JoseM. Tatum, Fleming Thomas, Ainsworth Thomas, Craig Tunnicliffe, Steven Vargas, Erik Vigo, Nigel Wedderburn, Omeal Olazabal, Ysidro Oliveras, Eliseo Olvera, Luis E. O'Reilly, Thomas Perez, Pedro Peters, Hayden

Wells, Matthew Wiggins, William

Legend Employee work period (Regular, Overtime, and 2nd Shift), shown by day.

12/16/19

12/17/19

12/18/19

12/19/19

12/20/19

12/21/19

12/22/19

12/23/19

12/24/19

12/25/19

12/26/19

12/27/19

12/28/19

12/29/19

12/30/19

12/31/19

1/1/20 1/2/20 1/3/20 1/4/20

1/5/20

1/6/20 1/7/20 1/8/20 1/9/20

1/10/20

1/11/20

1/12/20

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Weekday Night Shift

1/13/20

1/14/20

1/15/20

1/16/20

1/17/20

1/18/20

1/19/20

1/20/20

1/21/20

1/22/20

1/23/20

1/24/20

1/25/20

1/26/20

1/27/20

1/28/20

1/29/20

1/30/20

1/31/20 2/1/20

2/2/20

2/3/20 2/4/20 2/5/20 2/6/20 2/7/20 2/8/20

2/9/20

Over Time

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Acha, Carlos Aquino, Dionicio Argueta, Raimundo Bertrand, Phillip Bommarito, MatthewA. Bonia, Miguel

Boodram, Kashwar Boratynski, Pawel Byrde, Lesroy Cameron, Darin Cantos, Pablo Carr, Brian Chalco, Luis

Charles, Floyd Charles, Kelvin

Chavarria, Carlos Conway, Daniel Cotton, Clifton DeLa Cruz , Luis E. DeLa Cruz Huertas, Luis R. DeLa Cruz, JoseF. DeCastro, Phil Dickerson, Jamel Ecker, Joseph Edwards, Dwayne Elder, Ryan Fleming, Daniel Flores, Jorge

Gerena, Steven Gibbons, Jared Gilmour, Russell Gonzalez, Humberto Harrington, Brian Hart, Jonathan Hill, Kristoph Holness, Gauntlett Johns, Brian

Johnson, Robert Johnston, Brian Joseph, Steven Kennedy, Daniel Krajniak, Marek Lake, Jules

Leal, Octavio Lewis, Andre Lewis, Marlon Liparini, Stephen Lucero-Lucero, Edgar Luke, Leroy Malone , Edward Martinez, Jose McAlonen, Tom McKenna, George Milo, Andrew Miuccio, Anthony Miuccio, Gary Munoa, Oscar Munoz, Luis Nerys, Hector Nicholson, Nequan Pigott, Mikee Puello, Ruben Raikes, Ken Ramsaroop, Sahadeo Rench, Arthur J Reyes, Jeovani Ricketts, Nicholas Rizzo, Michael Rodriguez, Carlos Saldana, Joao Salguero-Infante, Edwin Silva, Victor Simon, Joseph Sosa, Jose Sosa, JoseM. Tatum, Fleming Thomas, Ainsworth Thomas, Craig Tunnicliffe, Steven Vargas, Erik Vigo, Nigel Wedderburn, Omeal Olazabal, Ysidro Oliveras, Eliseo Olvera, Luis E. O'Reilly, Thomas Perez, Pedro Peters, Hayden

Wells, Matthew Wiggins, William

Legend Employee work period (Regular, Overtime, and 2nd Shift), shown by day.

2/10/20

2/11/20

2/12/20

2/13/20

2/14/20

2/15/20

2/16/20

2/17/20

2/18/20

2/19/20

2/20/20

2/21/20

2/22/20

2/23/20

2/24/20

2/25/20

2/26/20

2/27/20

2/28/20

2/29/20

3/1/20

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Mon

Tue

Wed

Thu

Fri

Sat

Sun

Spearhead Impact of Steel Spearhead Lost Productivity

Impact of Steel

Inconsistent floor slope; Concrete added to elevate FF Each base “scribed” to uneven floor (south --> north; west --> east) Pitch caused multiple comebacks / revisions Changed ceiling elevations (Example: 3x @ North elevator lobby) Created numerous ”hits” with other trades (pipes/ductwork) GFRG Soffit flares would not line up w/o substantial modification Had to fabricate gyp soffit flares - unexpected Required continuous elevation verifications with HOK and SWJV Found conditions led to field modifications and sequential installation Access lines no longer centered on trusses Clips field-modified (extended or cut back) Framing field-modified (“ripping” studs at angle / taper) GFRG/C pieces field modified (shaved back @ bolts) Required vigilance to hold correct line of tapered tips of each chamfered edge Forced sequential installation; could not deploy independent crews, working concurrently

Bridge "dropped"

Roof "dipped"

Out of plumb

Bolts backwards

Plasterform quoted additional $70k to accommodate Spearhead forced to absorb labor costs and lost time to modify in the field

Spearhead Impact of Steel Major source of Increased Costs – Continuous Field Modifications / Re-work

Steel Out of Plumb

Continuous re-work caused by out of plumb steel

Image Left: Access Lines 1. Access lines not centered on trusses 2. Variance of access line to center line of truss as large as 2” 3. Truss framing required re- work to “straighten” trusses to accept GFRG/C Image Right: Clips and Studs 1. Clips had to be extended on one side and cut on opposite side 2. Studs were “ripped” down / shaved off to taper into truss in order to provide squared surface to attach GFRG/C

CENTER LINE

ACCESS LINE

Note: Removal of excessive Fireproofing also added time

GR 3147.07 PEDESTRIAN BRIDGE B

3/14/2020 4:47 PM

DEFICIENCY LOG

Deficiency # Deficiency Type Deficiency Title

Status

PedB BEC Field Report No.7 - Field

104 Deficiency

Initiated

HOK/DEF 05-A013-Deficiency Observation #CA 0103: [TAA 3147.07] Axiom Radius Initiated

103 Deficiency

HOK/DEF 03-A13-Deficiency Observation #CA 0102: [TAA 3147.07] Temp Wall HOK/DEF 01 A-13 Deficiency Observation #CA 0101: [TAA 3147.07] 2 HR soffit above stair

102 Deficiency

Initiated

101 Deficiency 100 Deficiency

Closed

Forst Deficiency - Ped Bridge drain heads not per detail.

Initiated

Forst Deficiency - Final adjustment and spline installation of some of the nonstandard panels has yet to be completed.

99 Deficiency 98 Deficiency 97 Deficiency 96 Deficiency 95 Deficiency 94 Deficiency 93 Deficiency 92 Deficiency 91 Deficiency 90 Deficiency 89 Deficiency 88 Deficiency 87 Deficiency 92 Deficiency

Initiated Initiated Initiated Initiated Initiated Initiated

Forst Deficiency - Missing CW nosing/gasket seals

Forst Deficiency - Replace pieced or shaved insulation at soffit.

Forst Deficiency - Voids in insulation at soffit perimeter and bellows tie in detail incomplete Forst Deficiency - Detailing of pipe and flexible conduit penetrations. Forst Deficiency - Unsealed fastener holes in CCW 705 soffit AVB membrane. BV/FRP DEF-004 - Fiber insulation not installed @ L4 and system used not approved BV/FRP DEF-004 - Fiber insulation not installed @ L4 and system used not approved HOK/DEF 05-A15-Deficiency Observation #CA 0091: [TAA 3147.07] Exit Signs HOK/DEF 02-A14-Deficiency Observation #CA 0090: [TAA 3147.07] MTL02 Forst Deficiency - Voids in parapet framing insulation at north end of east elevation Forst Deficiency - EPDM term bar tie in at north end of west elevation. Forst Deficiency - Unsupported and tented membrane at faceted roof Forst Deficiency - negatively shingled CCW 705 lap joint at the lead edge of the faceted roof has not been properly bonded or sealed Forst Deficiency - Unsealed and negativly shingled laps in Carlisle CCW 705 BV SSW/DEF-007 - Roof - Exterior Hung Wall Connection - No Shop Dwgs. provided BV SSW/NCR-011 - L1 - Stair STE01 & Elevator - West Wall -Details not followed as required BV SSW/NCR-010 - L2 & L3 - Escalator End Support Plate - Details not followed as required BV/FRP DEF-005 - System is not approved @ Level 1 & 2

Ready For Review

Initiated

Initiated

Ready For Review

Initiated

Closed

Initiated

Closed

86 Deficiency 85 Deficiency

Initiated Initiated

84 Deficiency

Initiated

83 Non-Conformance

Initiated

82 Non-Conformance

Ready For Review

PedB BEC Field Report No.6 - Field

81 Deficiency

Initiated

HOK/DEF 06 A-07 -Deficiency Observation #CA 0080: [TAA 3147.07] L4 SW Slab Opening

80 Deficiency

Ready For Review

HOK/DEF 04-A05-Deficiency Observation #CA 0079: [TAA 3147.07] CFM Framing Ready For Review

79 Deficiency

HOK/DEF 13 A-12 -Deficiency Observation #CA 0078: [TAA 3147.07] Expansion Loop HOK/DEF 09-A12-Deficiency Observation #CA 0077: [TAA 3147.07] FTR

78 Deficiency 77 Deficiency

Closed

Initiated

HOK/DEF 06-A12-Deficiency Observation #CA 0076: [TAA 3147.07] Stair Handrail Closed FRP/FRP-003 - Level 4, Line BR/B9-B7: EJ DWG 344151E used for fire resistant penetrations & joints requires EOR approval Closed

76 Deficiency

75 Deficiency

FRP/FRP-002 - Level 4, Line BB/B7-B8: Firesafing work completed without inspection HOK/DEF 03-A10-Deficiency Observation #CA 0073: [TAA 3147.07] Roof Guardrails

74 Deficiency

Closed

73 Deficiency

Ready For Review

HOK/DEF 01 A-10 -Deficiency Observation #CA 0072: [TAA 3147.07] Stair Hanger Closed

72 Deficiency

1 of 4

GR 3147.07 PEDESTRIAN BRIDGE B

3/14/2020 4:47 PM

DEFICIENCY LOG

Deficiency # Deficiency Type Deficiency Title

Status

PedB BEC Field Report No.5 - Field

71 Deficiency

Initiated Initiated

70 Work to Complete DDCP is not labeled as per spec

HOK/DEF 05 A-09 -Deficiency Observation #CA 0069: [TAA 3147.07] Harris ADSB Cabinet HOK/DEF 04 A-09 -Deficiency Observation #CA 0068: [TAA 3147.07] Fan Clearance HOK/DEF 03-A09-Deficiency Observation #CA 0067: [TAA 3147.07] J-Box Relocation SSW/NCR-009 - Roof - NW Elev. - Steel Plate to Perimeter Girder: Width of steel plate reduced to 6" when 8" is required SCF/DEF-002 - PBB, L4, SE Wall @ BB/B9-HM9: Shop Dwg. Rev. 3 not approved yet SCF/DEF-001 - PBB, L2 to Roof, NW Exterior Wall @ BA.1/BT.4-B0: Shop Dwg. not available for inspection FRP/FRP-001 - Level 4, Line BQ/B0-B6: Mineral wool not leveled, Sprayed areas not protected from damage HOK/DEF 06 A-07 -Deficiency Observation #CA 0061: [TAA 3147.07] Escalator Wall CJs HOK/DEF 03 A-07-Deficiency Observation #CA 0060: [TAA 3147.07] ECR Pipe Encroachment HOK/DEF 03 A-07 -Deficiency Observation #CA 0014: [TAA 3147.07] HOK/DEF 01 A-07 -Deficiency Observation #CA 0058: [TAA 3147.07] HOK/DEF 04-A06-Deficiency Observation #CA 0057: [TAA 3147.07] HOK/DEF 03-A06-Deficiency Observation #CA 0058: [TAA 3147.07] CW Frit Pattern HOK/DEF 02-A06-Deficiency Observation #CA 0058: [TAA 3147.07] HOK/DEF 01-A06-Deficiency Observation #CA 0058: [TAA 3147.07] Concrete Encasement BV DEF-004 FAILED TEST RESULTS FROM 28 DAY BREAKS 09-23-2019 CONCRETE POUR ] BV SSW/DEF-005 - Type 4 Bracket BA0.6: As-Build Detail Required for cutting connection plate BV SSW/DEF-004 - Type 4 Bracket BR3.5: Plates installed off-centered, approx. 2" down from top of HSS north side only BV SSW / DEF-003 - Stair STE01: Misaligned holes and welded connection in lieu of bolted connection at intermediate landing HOK/DEF 04-A01-Deficiency Observation #CA 0046: [TAA 3147.07] Damper Curbs Closed HOK/DEF 05-A01-Deficiency Observation #CA 0045: [TAA 3147.07] Sloped Beam 3 HR Fire Barrier Closed Closed Closed Closed Closed Concrete cracks along the topping slab LVL4 Closed Closed Closed Closed Closed PedB BEC Field Report No.4 - Field AEIS Deficiency - RTFF/DEF-0001 - Incomplete Penetration BV SSW/DEF-006 - Bracket Piece #TB7.4: As-Build Detail Required Closed Closed Closed Closed

69 Deficiency

Initiated

68 Deficiency

Initiated

67 Deficiency

66 Non-Conformance

65 Deficiency

64 Deficiency

63 Deficiency 62 Deficiency

Initiated

61 Deficiency

Initiated

60 Deficiency 59 Deficiency 58 Deficiency 57 Deficiency

Ready For Review

56 Deficiency 55 Deficiency

54 Deficiency 53 Deficiency 52 Deficiency 51 Deficiency

Initiated Initiated

Ready For Review

50 Deficiency

49 Deficiency

48 Deficiency

Ready For Review

47 Deficiency

46 Deficiency

45 Deficiency 44 Deficiency

Ready For Review

HOK/DEF 09-A01-Deficiency Observation #CA 0044: [TAA 3147.07]

Closed

BV SSW/DEF-002 - Secondary Plates welded on at the back instead of the front Closed

43 Deficiency 42 Envelope

PedB BEC Field Report No.2 - 08272019- Field

Ready For Review

BV NCR-002 FAILED TEST RESULTS FROM 56 DAY BREAKS 08-07-2019 CONCRETE POUR 07] BV DEF-002 FAILED TEST RESULTS FROM 28 DAY BREAKS 07-22-2019 CONCRETE POUR ] BV FLD/DEF-001 - Level B4 - Moving Walkway: Unit Weight out of tolerance for concrete poured on 08/20/19

41 Non-Conformance

Closed

40 Non-Conformance

Closed

39 Deficiency

Closed

2 of 4

GR 3147.07 PEDESTRIAN BRIDGE B

3/14/2020 4:47 PM

DEFICIENCY LOG

Deficiency # Deficiency Type Deficiency Title

Status

BV DEF -01 FAILED TEST RESULTS FROM 28 DAY BREAKS 07-03-2019 CONCRETE POUR

38 Deficiency 37 Deficiency

Closed Closed

PedB BEC Field Report No.1 - 0719- Field

3147.07] BV SSB/NCR-002 - Level B3 - SEQ. 1: Steel members cut with torch, cur steel grinded and welded back in place BV SSB/DEF-001 - Level B5 - SEQ. 6 & 7: Incorrect type of Bolts installed and Missing Bolts Noted BV SSW/NCR-008 - SEQ. 6: Horizontal gusset bolted connection - CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-007 - SEQ. 8 / B4: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-006 - SEQ. 8 / B4: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-005 - SEQ. 7 / B4: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-004 - SEQ. 8 / B5: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-003 - SEQ. 8 / B5: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-002 - SEQ. 8 / B6: CWI was not present; 100% MT performed; EOR approval required BV SSW/NCR-001 - SEQ. 8 / B6: CWI was not present; 100% MT performed; EOR approval required AEIS Deficiency - SPKR/DEF-0002 - Seismic braces for riser not installed at CCB, Stair E AEIS Deficiency - SPKR/DEF-0001 - Fire suppression standpipe/sprinkler combination for stair E is not painted at CCB, Level 2 & Level 3 AEIS Deficiency-SFRM/DEF-0005-Insufficient thickness at level 2 framing AEIS Deficiency-SFRM/DEF-0003-Insufficient thickness at level 2 framing AEIS Deficiency-SFRM/DEF-0001 -Insufficient thickness at level 2 framing BV SSW/DEF-001 - SEQ. 3,4,10: Shop Welding Dwgs. not available for Decking Support Insp. HOK Observation Report S005 item 1- Bolts at vertical gussets installed with nut on the outerface, roof level HOK Observation Report S004 item 1 -Missing shim plates at connection of horizontal brace and gusset in area BG, L3M HOK Observation Report S003 item 4 - Slab leave outs still submerged with water, in area BF, L1 Closed HOK Observation Report S003 item 3 - Missing web plate of brace beam in area BF, L1 Closed HOK Observation Report S003 item 2 - Temporary braced frame missing in area BF, L1 Closed HOK Observation Report S66 item 3- Slab leave outs submerged with water in area BC, L1 Closed Closed Closed AEIS DEF/CNPL-0004 Contractor did not provide curing box during placement of concrete AEIS DEF/CNPL-0002 Contractor did not provide curing box during placement of concrete AEIS DEF/CNPL-0003 Contractor did not provide curing box during placement of concrete Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed AEIS Deficiency CNPL/DEF-0001 Missing Curing Box Closed

36 Non-Conformance

35 Deficiency

34 Non-Conformance

33 Non-Conformance

32 Non-Conformance

31 Non-Conformance

30 Non-Conformance

29 Non-Conformance

28 Non-Conformance

27 Non-Conformance

26 Non-Conformance As built bridge geometry not in compliance with the designed profile

25 Deficiency

Ready For Review

24 Deficiency 23 Deficiency 22 Deficiency 21 Deficiency

Ready For Review

20 Deficiency

19 Non-Conformance PBB Misfit hole at Sequence #10 along HM.9 & BB'

18 Non-Conformance Elevator Pit Incorrect Field Layout

17 Non-Conformance

16 Deficiency

15 Deficiency

14 Deficiency

13 Deficiency

12 Deficiency 11 Deficiency

10 Deficiency

9 Deficiency

8 Deficiency

3 of 4