Phylway Construction, LLC
Docket: ASBCA 62961
Decision date: 2022-10-11

ARMED SERVICES BOARD OF CONTRACT APPEALS 
 
 
OPINION ON GOVERNMENT’S MOTION FOR SUMMARY JUDGMENT BY 
ADMINISTRATIVE JUDGE D’ALESSANDRIS 
 
 In 2019, respondent, the United States Army Corps of Engineers (USACE or 
government) awarded a Mississippi River levee construction project to appellant, 
Phylway Construction, LLC (Phylway).  The levee work involved a construction 
technique called Deep Soil Mixing (DSM) that involved blending a hardening agent 
with the native soils, in situ, to improve the soil, and thus, performance of the levee.  
Relevant to this appeal, the contract provided that the contractor would not be 
permitted to perform levee work when the level of the Mississippi River exceeded 11 
feet as measured at the Carrolton, Louisiana river gauge.  Further, the contract 
provided that, in the event of high river levels, the contractor would be entitled to an 
extension of time consistent with Federal Acquisition Regulation (FAR) FAR 52.249-
10 Default (Fixed-Price Construction) – a provision that provides for non-compensable 
time extensions.   
 
 In 2019 and 2020, before and during performance of the levee project, the 
elevation of the Mississippi River exceeded 11 feet on 230 and 171 days, respectively.  
The number of high water days during this period was roughly two to three times the 
1987-2018 average of 80 days per year.  During these extended high water periods, 
Phylway’s subcontractor, JAFEC USA, Inc. (JAFEC), was unable to perform the DSM 
levee work, resulting in a higher cost of performance.  The government issued four 
bilateral contract modifications extending the performance period by over a year (372 
Appeal of - )  
 )  
Phylway Construction, LLC ) ASBCA No. 62961 
 )  
Under Contract No. W912P8-19-C-0015 )  
   
APPEARANCES FOR THE APPELLANT: Brian S. Wood, Esq. 
Jacob W. Scott, Esq. 
    Smith, Currie & Hancock, LLP 
    Washington, DC 
 
APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. 
    Engineer Chief Trial Attorney 
 Thomas M. Taff, Jr., Esq. 
    Engineer Trial Attorney 
    U.S. Army Engineer District, New Orleans 

2 
 
days).  Phylway requested that JAFEC be permitted to perform certain contract work 
when the river level exceeded 11 feet, but the USACE declined the requests.  In 
addition, Phylway’s requests for equitable adjustment were declined.  
 
 Phylway sponsors a pass-through claim by its subcontractor JAFEC, alleging a 
constructive suspension of work, or that the contract was commercially impracticable.  
The government moves for summary judgment based on the express terms of the 
contract assigning the risk to Phylway, and also because Phylway’s claims are barred 
by release and accord and satisfaction, based on the contract modifications extending 
the period of performance.  We grant the government’s motion for summary judgment.   
 
 STATEMENT OF FACTS FOR PURPOSES OF THE MOTION 
 
I. The Contract  
 
 The government awarded Contract No. W912P819C0015 to Phylway on 
February 13, 2019, for $ 48,654,095 (R4, tab 6 at GOV90-93).  The contract had a 
duration of 730 calendar days (id. at GOV90).  The contract required Phylway to 
perform work including “clearing and grubbing, disposal of debris material, 
demolition of existing asphalt and replacing, levee enlargement construction, 
installation of deep material mixing for ground improvement, construction of levee 
ramps, surfacing, seeding, fertilizing, mulching, and any other related work” on the 
Mississippi River levee in Plaquemines Parish, Louisiana (id. at GOV343).  Deep 
material mixing, or Deep Soil Mixing is an advanced ground improvement technique 
through blending a hardening agent with the native soils, in situ.  (Compl. at ¶ 9).  The 
process is a way to improve the character, strength, and stiffness of the soil.  (Id.)  As a 
revolver hollow shaft with mixing paddles and/or the mixing tool advance into the soil, 
the cement grout is pumped through the hollow shaft discharging laterally along the 
lower mixing paddle where it is mixed with the native soil. (Id.; R4, tab 6 at GOV543-
47)   
 
 The contract’s High River Work Restrictions clause provides: 
At such time that the Mississippi River is at or above + 
11.0 feet, NAVD 88 (2004.65) at the Carrolton gage (New 
Orleans District), all construction work shall cease until 
such time as the elevation subsides below + 11.0 feet. . . .  
Delays to the Contractor’s operations from ceasing work 
when the Mississippi River elevation is above + 11.0 feet 
at the Carrolton gage will be subject to the provisions of 
Section 00700, Contract Clause entitled “Default (Fixed-
Price Construction)[”] (FAR 52.249-10).  
 

3 
 
(R4, tab 6 at GOV160) 
 Also relevant to this appeal, the contract includes a clause titled Time 
Extensions for Unusually Severe Weather, which states in relevant part: 
 
(a)  This provision specifies the procedure for 
determination of time extensions for unusually severe 
weather in accordance with the Contract Clause in 
Section 00700, entitled Default (Fixed Price 
Construction) (FAR 52.249-10).  In order for the 
Contracting Officer to award a time extension under 
this clause, the following conditions must be satisfied. 
 
(1)  The weather experienced at the project site during the 
contract period must be found to be unusually severe, 
that is, more severe than the adverse weather 
anticipated for the project location during any given 
month. 
 
(2)  The unusually severe weather must actually cause a 
delay to the completion of the project.  The delay must 
be beyond the control and without the fault or 
negligence of the Contractor. 
 
(a)  The following schedule of monthly anticipated adverse 
weather delays is based on National Oceanic and 
Atmospheric Administration (NOAA) for temperature, 
precipitation and wet ground conditions or similar data 
for the project location and will constitute the base line 
for monthly weather time evaluations.  The 
Contractor’s progress schedule must reflect these 
anticipated adverse weather delays in all-weather 
dependent activities.  Also considered in the chart 
below was wind, fog, high or low tides, etc. 
 
  . . . 
 
(d)  The number of actual adverse weather delay days shall 
include days impacted by actual adverse weather (even 
if adverse weather occurred in previous month) and 
shall be calculated chronologically from the first to the 
last day of each month and shall be recorded as full 
days.  If the number of actual adverse weather delay 

4 
 
days exceeds the number of days anticipated in 
paragraph b, above, the Contracting Officer will 
convert any qualifying delays to calendar days, giving 
full consideration for equivalent fair weather work 
days, and issue a modification in accordance with the 
Contract Clause in Section 00700, entitled Default 
(Fixed Price Construction) (FAR 52.249-10). 
   
(R4, tab 6 at GOV135-36 (Chart omitted)) 
 The default clause referenced in the above contract clause, FAR 52.249-10 
Default (Fixed-Price Construction) (APR 1984) is incorporated in full text in the 
contract (R4, tab 6 at GOV121-22).  The default clause provides in relevant part that: 
 
(b)  The Contractor’s right to proceed shall not be 
terminated nor the Contractor charged with damages 
under this clause, if— 
 
(1)  The delay in completing the work arises from 
unforeseeable causes beyond the control and without 
the fault or negligence of the Contractor.  Examples of 
such causes include— 
 
(i) Acts of God or of the public enemy, 
(ii) Acts of the Government in either its sovereign or 
contractual capacity, 
(iii) Acts of another Contractor in the performance of a 
contract with the Government, 
(iv) Fires, 
(v) Floods, 
(vi) Epidemics, 
(vii) Quarantine restrictions, 
(viii) Strikes, 
(ix) Freight embargoes, 
(x) Unusually severe weather, or 
(xi) Delays of subcontractors or suppliers at any tier arising 
from unforeseeable causes beyond the control and without 
the fault or negligence of both the Contractor and the 
subcontractors or suppliers; 
 
(id.). 
 

5 
 
 Also relevant to the appeal is FAR 52.242-14 Suspension of Work (APR 1984) 
which is incorporated by reference into the contract (R4, tab 6 at GOV106).  The FAR 
clause provides in relevant part that: 
 
(b)  If the performance of all or any part of the work is, for 
an unreasonable period of time, suspended, delayed, or 
interrupted (1) by an act of the Contracting Officer in 
the administration of this contract, or (2) by the 
Contracting Officer’s failure to act within the time 
specified in this contract (or within a reasonable time if 
not specified), an adjustment shall be made for any 
increase in the cost of performance of this contract 
(excluding profit) necessarily caused by the 
unreasonable suspension, delay, or interruption, and the 
contract modified in writing accordingly.  However, no 
adjustment shall be made under this clause for any 
suspension, delay, or interruption to the extent that 
performance would have been so suspended, delayed, 
or interrupted by any other cause, including the fault or 
negligence of the Contractor, or for which an equitable 
adjustment is provided for or excluded under any other 
term or condition of this contract. 
 
FAR 52.242-14.   
 During solicitation, and before the award of the contract, potential bidders were 
able to see all questions posed by potential bidders and government’s responses to the 
questions (R4, tab 3 at GOV11-21).  The questions and answers were not incorporated 
into the contract; however, this information was available to all potential bidders, 
including Phylway.  Relevant to this appeal, on January 25, 2019, an offeror asked 
whether the Default clause would only grant an extension of time if the Mississippi 
River was at or above + 11.0 feet, or whether the contractor would be compensated for 
standby costs during the high river period (id. at GOV21).  In response, the 
government indicated that only time would be granted under the Default clause, and 
that financial compensation would not be available for high river delays (id.).   
 
 Phylway and JAFEC submitted declarations indicating that they prepared their 
proposals and executed the contract on the assumption that the Mississippi River 
would exceed +11.0 feet at the Carrolton gage with approximately the same frequency 
and duration as it had historically, but that the river level in 2019 and 2020 far 
exceeded those expectations (app. resp. ex. 4, Declaration of Thomas P. Hymel, dated 
April 29, 2022 (Hymel Decl.) at ¶ 5; ex. 5, Declaration of Alan R. Ringen, dated 
April 29, 2022 (Ringen Decl.) at ¶ 6).  Phylway did not anticipate the high river levels 

6 
 
when it submitted its proposal (Hymel Decl. ¶ 6), and JAFEC did not understand or 
intend to assume the risk that the river would exceed +11.0 on historically-anomalous 
numbers of days during the course of the subcontract when it submitted its proposal or 
at the time it signed the subcontract (Ringen Decl. ¶ 7).  Both Phylway and JAFEC 
would have included additional costs had they known that the project would include a 
two-year period where nearly half of it was spent idle (Hymel Decl. ¶ 7; Ringen Decl. 
¶ 9).   
 
II. Mississippi River Water Levels 
 The High River Work Restrictions clause states that historical readings of 
Mississippi River gages can be found at www.RiverGages.com (R4, tab 6 
at GOV160).  From 1987 through 2018, the Mississippi River exceeded an elevation 
of +11.0 feet at the Carrolton gage an average of 80 days per year (APFF ¶ 24;1 app. 
supp. R4, tab 4 at APP92-377).  In 2014, the river exceeded +11.0 feet at the Carrolton 
gage on 15 days (APFF ¶ 25; app. supp. R4, tab 4 at APP333-41).  In 2019, the river 
exceeded +11.0 feet on 230 days (APFF ¶ 26; app. supp. R4, tab 4 at APP377-86).  In 
2020, the river exceeded +11.0 feet at the Carrolton gage on 171 days (APFF ¶ 27; 
app. supp. R4, tab 4 at APP386-95). 
 
III. Phylway’s Performance of The Contract 
 The Notice to Proceed was acknowledged on February 27, 2019 (R4, tab 10 
at GOV592).  High river delays started February 27, 2019, and lasted until July 31, 
20192 and another high river season occurred between January 10, 2020, and June 30, 
2020.3 (R4, tabs 13, 21)  Despite the contract language, the USACE allowed some 
work, but not DSM work, to proceed while the Mississippi River exceeded +11.0 feet 
 
1 In its response to the government’s motion for summary judgment, appellant 
indicated that it did not dispute any of the 22 undisputed material facts 
proposed by the government and submitted its own proposed findings of fact 
[APFF] ¶¶ 23-53 (app. resp. at 3).  In its reply, the government stated that there 
was no “substantive dispute” between the parties with respect to APFF ¶¶ 23-37 
(gov’t reply at 2).  Accordingly, we accept APFF ¶¶ 23-37 as true for purposes 
of resolving this motion. 
2 Documents in Rule 4 file give different dates for the end of the high water restriction.  
Compare Rule 4, tab 13 at 609-10 (July 31, 2019) and app supp. R4, tab 4 
at APP383 (August 12, 2019).  Determination of the correct dates is not 
material to our analysis.    
3 Again, record documents provide alternative dates.  Compare Rule 4, tab 21 at 630-
35 (January 10 to June 30, 2019) and app supp. R4, tab 4 at APP386-90 
(January 9 to June 27, 2020).  Determination of the correct dates is not material 
to our analysis.  

7 
 
at the Carrolton gage.  (app. resp. ex. 1, Discovery Response (Disc. Resp.) to 
Interrogatory Nos. 1, 3). 
 
 On February 4, 2020, the government issued bilateral Modification No. A00002 
(Modification No. 2) (R4, tab 13 at 603).  Modification No. 2 added 156 calendar days 
to the contract for the time period of February 27, 2019, until December 31, 2019 (id. 
at GOV604).  As part of the bilateral modification, agreed to “due to causes beyond 
the control and without the fault or negligence of the Contractor, namely adverse 
weather [delays]” the modification included the following language: 
 
It is further understood and agreed that this adjustment 
constitutes compensation in full on behalf of the 
Contractor, its subcontractors and suppliers for all costs 
and markups directly or indirectly attributable to the 
change, for all delays, impacts and extended overhead, and 
for performance of work within the time period of this 
modification related to unusually severe weather. 
 
(id.).  The modification did not include any reservation of cost or claims by Phylway 
associated with the aforementioned delays. 
 
 Modification No. 2 included monthly Weather Data Sheets, with each monthly 
sheet containing a table with the days of the month as rows, and columns allowing lost 
work days to be allocated between “weather” defined as “rain, fog, high winds, 
high/low tides, hail, lightning, high/low temperatures” and “other” defined as 
“Hurricanes, Tropical Storms, Flooding, High River Water, and Acts of God [strikes 
or riots]” (R4, tab 13 at GOV605-14).  For each day where the high river level 
prevented Phylway or its subcontractor from working, the table lists a 100 percent 
delay in the “other” column and includes “High River CP Soil Borings” in the 
“Remarks” column (id.).  Below the table, the number of “weather” days is summed 
and reported as “Actual Adverse Weather Delays” which was adjusted by the number 
of anticipated adverse weather days to determine the number of “Allowable Lost Work 
Days . . . due to Weather.”  (Id.)  The “Other” delays are summed and reported as 
“Other Adverse Weather.”  (Id.)  The number of “Allowable Lost Work Days” is then 
added to the “Other Adverse Weather Total” to generate the “Total Allowable Lost 
Work Days” which is then converted to calendar days for the contract time extension.  
(Id.)  Thus, the distinction between “weather” and “other” determines whether the 
delay is due to adverse weather that contractors are to incorporate into the project 
schedule, such as rain, or unusual weather events, such as high water levels that are not 
incorporated into the schedule.  The weather data sheets are signed by representatives 
of the USACE and representatives of the contractor.  Similar Weather Data Sheets 
accompanied Modification Nos. A00004 (Modification No. 4) (R4, tab 21 at GOV630-

8 
 
35), A00005 (Modification No. 5) (R4, tab 23 at GOV640-43), and A00007 
(Modification No. 7) (R4, tab 24 at GOV646-48). 
 
 By letter dated May 4, 2020, Phylway notified the government of its intention 
to submit a request for equitable adjustment (REA) associated with impacts from the 
shut-down periods in 2019 and 2020 due to the high river elevation (R4, tab 14 
at GOV615).  By letter dated May 7, 2020, the government denied Phylway’s request 
for financial compensation, noting that the contract provided for only non-
compensable time extensions due to high river levels (R4, tab 15 at GOV618).  By 
letter dated May 15, 2020, Phylway requested a waiver for its subcontractor, JAFEC, 
to resume DSM work when the Carrolton gage elevation receded to + 12.0 feet (R4, 
tab 16 at GOV619).  By letter dated May 18, 2020, the government denied Phylway’s 
requests to resume DSM work when the Carrolton gage receded to + 12.0 feet (R4, 
tab 17 at GOV621).     
 
 The Administrative Contracting Officer (ACO) had the authority to modify the 
Contract (app. resp. ex. 2, Deposition of Jeffrey Falati, March 16, 2022 (Falati Tr.) 
at 17, 24-25).  The ACO also had the authority to determine whether a particular 
activity constituted a structural risk to the levee (app. resp. ex. 3, Deposition of 
Christopher M. Nuccio, March 16, 2022 (Nuccio Tr.) at 27).  When Phylway 
submitted requests to USACE to perform work on the levee when the river exceeded 
+11.0 feet at the Carrolton gage, the ACO sought recommendations from the project’s 
design engineers (app. resp. ex. 2, Falati Tr. at 17).  The design engineers did not have 
the authority to grant or deny a request for a waiver of the High River Work 
Restrictions (id. at 21).  The ACO reviewed and approved or denied all requests for a 
waiver of the High River Work Restrictions clause on a case-by-case basis (id. at 25; 
app. resp. ex. 1, Disc. Resp. to Interrogatory No. 4).  In response to at least one request 
from Phylway for a waiver to the High River Work Restrictions clause to perform 
deep soil mixing work, the ACO denied the request because “there is greater risk in 
allowing potentially hazardous operations above what is allowed in the contract” (R4, 
tab 17 at GOV621).  The ACO did not have an independent understanding of why 
deep soil mixing constituted a potentially hazardous operation and did not seek any 
clarification of that determination from the design engineers who made it (app. resp. 
ex. 2, Falati Tr. at 23-24).  The ACO denied Phylway’s request because “the levee has 
been saturated for over four months” (R4, tab 17 at GOV621).   The ACO did not rely 
on any technical definition of the term “saturated” (app. resp. ex. 2, Falati Tr. at 26).  
There is no standard definition of the term “saturated” (id.).   
 
 By letter dated June 10, 2020, Phylway notified the government of its intention 
to submit a request for equitable adjustment for continuous impacts related to 
extensive high river stoppages (R4, tab 19 at GOV624).  By letter dated June 30, 2020, 
the government again stated its position that no additional compensation was due (R4, 
tab 20 at GOV627). 

9 
 
 On September 14, 2020, the government issued bilateral Modification No. 4 for 
the time period from January 1, 2020, until June 30, 2020 (R4, tab 21 at GOV628).  
The modification added 173 calendar days to the contract for weather delays (id. 
at GOV629).  On January 17, 2021, the government issued bilateral Modification 
No. 5 for the time period from July 1, 2020, until October 31, 2020 (R4, tab 23 
at GOV638).  The modification added 35 calendar days to the contract for weather 
delays (id. at GOV639).  On February 26, 2021, the government issued bilateral 
Modification No. 7 for the time period from November 1, 2020, until January 31, 2021 
(R4, tab 24 at GOV644).  The modification added 8 calendar days to the contract for 
weather delays (id. at GOV645).  Modification Nos. 4, 5, and 7 each included the same 
release language as Modification No. 2, providing that: 
 
It is further understood and agreed that this adjustment 
constitutes compensation in full on behalf of the 
Contractor, its subcontractors and suppliers for all costs 
and markups directly or indirectly attributable to the 
change, for all delays, impacts and extended overhead, and 
for performance of work within the time period of this 
modification related to unusually severe weather. 
 
(R4, tab 21 at GOV629, tab 23 at GOV639, tab 24 at GOV645)    
 On March 8, 2021, Phylway submitted a request for equitable adjustment for 
additional costs incurred during the extended shut down flood periods as well as an 
interruption to slag delivery due to a closure of the Illinois River (R4, tab 25 
at GOV649).  On March 31, 2021, the government denied Phylway’s request for 
equitable adjustment (R4, tab 26 at GOV699-700). 
 
IV. Phylway’s Claim and Appeal 
 By letter dated April 5, 2021, Phylway requested a Contracting Officer’s Final 
Decision (R4, tab 27 at GOV701), and on the same day Phylway certified its claim 
(R4, tab 28 at GOV702).  On May 13, 2021, the Contracting Officer issued his Final 
Decision denying the claim in full (R4, tab 30 at GOV707, 716).  The Contracting 
Officer found that: 
 
Section 01100, Paragraph 19, HIGH RIVER WORK 
RESTRICTIONS clause in the contract as well as the 
DEFAULT (FIXED-PRICE CONSTRUCTION) (FAR 
52.249-10) clause are unambiguous that the Contractor is 
only entitled to time extensions for high water delays.  
Likewise, the high-water work stoppage criteria were 
within the purview of the Government’s authority to 

10 
 
provide for public safety.  The criteria are the standard 
work requirement imposed for all permitted work, private 
or public, that may affect the flood control project.  With 
regards to demobilization costs, the Contractor declined to 
contact the Government, and the Contractor was well 
within its rights to demobilize their equipment.  Likewise, 
FAR 52.242-14, Suspension of Work conditions were not 
applicable in the current scenario.  
 
(id. at GOV716)  On June 24, 2021, Phylway filed a Notice of Appeal with the Board.  
In its complaint, Phylway specified that it was seeking compensation for delays due to 
high water levels from February 27, 2019, through August 12, 2019, and from 
January 9, 2020, through June 27, 2020 (Compl. ¶¶ 67, 80).  
 
 On November 2, 2021, the government filed the pending motion for summary 
judgement.  In response, Phylway filed a motion pursuant to Federal Rule of Civil 
Procedure 56(d) asserting that it was unable to respond to the summary judgment 
motion without discovery because it required information solely within the possession 
of the USACE, including the USACE’s exercise of discretion to permit or prohibit 
certain work when the river level exceeded +11.0 feet, and whether the USACE 
assumed that the river would not exceed +11.0 feet for an extended period during 
performance of the contact.  The Board permitted Phylway to take discovery on these 
identified issues before it responded to the government’s summary judgement motion.  
(Bd. Order dtd Dec. 21, 2021).    
 
DECISION 
 
I. Standard Of Review 
 
 We will grant summary judgment only if there is “no genuine issue as to any 
material fact and [] the moving party is entitled to a judgment as a matter of law.”  
Celotex Corp. v. Catrett, 477 U.S. 317, 322 (1986) (citation omitted).  A material fact 
is one that may affect the outcome of the decision.  Anderson v. Liberty Lobby, Inc., 
477 U.S. 242, 248 (1986).  “The moving party bears the burden of establishing the 
absence of any genuine issue of material fact and all significant doubt over factual 
issues must be resolved in favor of the party opposing summary judgment.”  Mingus 
Constructors, Inc. v. United States, 812 F.2d 1387, 1390 (Fed. Cir. 1987).  Once the 
moving party has met its burden of establishing the absence of disputed material facts, 
then the non-moving party must set forth specific facts, not conclusory statements or 
bare assertions, to defeat the motion.  Pure Gold, Inc. v. Syntex (U.S.A.), Inc., 739 F.2d 
624, 626-27 (Fed. Cir. 1984).  “A genuine issue of material fact arises when the 
nonmovant presents sufficient evidence upon which a reasonable fact finder, drawing 
the requisite inferences and applying the applicable evidentiary standard, could decide 

11 
 
the issue in favor of the nonmovant.”  C. Sanchez and Son, Inc. v. United States, 
6 F.3d 1539, 1541 (Fed. Cir. 1993) (citation omitted). 
 
II. The Express Terms of The Contract Prevent Phylway from Establishing a 
Constructive Suspension of Work or Commercial Impracticability 
 
 The terms of the firm-fixed-price contract expressly allocated the risk of high 
river levels to Phylway.  Accordingly, Phylway cannot establish a constructive 
suspension of work, or that the contact was impracticable.
4 
 
A. The Contract Expressly Allocated the Risk of High River Levels to 
Phylway 
 
 The contract contains a clause directly applicable to the issues raised in 
Phylway’s claim.  The clause, titled “HIGH RIVER WORK RESTRICTIONS” 
provides that “[a]t such time that the Mississippi River is at or above + 11.0 feet, 
NAVD 88 (2004.65) at the Carrolton gage (New Orleans District), all construction 
work shall cease until such time as the elevation subsides below + 11.0 feet” (R4, tab 6 
at GOV160).  The contract clause also provides that “[d]elays to the Contractor’s 
operations from ceasing work when the Mississippi River elevation is above + 11.0 
feet at the Carrolton gage will be subject to the provisions of Section 00700, Contract 
Clause entitled ‘Default (Fixed-Price Construction) [’] (FAR 52.249-10)” (id.).  The 
contract clause Time Extensions for Unusually Severe Weather, similarly, provides for 
an extension of the performance period pursuant to FAR 52.249-10 (R4 tab 6 
at GOV135).  The FAR Default (Fixed-Price Construction) clause at 52.249-10 
provides that contractors will be entitled to an extension of time but does not provide 
for compensation.  Phylway cites to no contractual provision entitling it to 
compensation for delays due to high river levels, and the express terms of the contract 
clearly, and unambiguously, provide that work must stop during periods of high water, 
and that the contractor will receive a non-compensable time extension.  Accordingly, 
we conclude that the firm-fixed-price contract placed the risk of high river levels on 
the contractor.  
 
B. The Contract Was Not Constructively Suspended 
 Phylway asserts that it is entitled to compensation because the government 
constructively suspended work on the contract and maintains that there are material 
factual disputes preventing the entry of summary judgment in the government’s favor 
(app. resp. at 10-14).  “A constructive suspension has the same effect and 
consequences as an actual suspension and relief should be granted as if an actual 
 
4 Phylway withdrew Count III of its complaint alleging defective specifications (app. 
resp. at 10 n.1).   

12 
 
suspension order had been issued.”  Merritt-Chapman & Scott Corp. v. United States, 
528 F.2d 1392, 1400 (Ct. Cl. 1976).  However, as noted above, the express language of 
the contract provided that the contractor was to stop work when the river level 
exceeded 11 feet at the Carrolton gauge (R4, tab 6 at GOV160).  The government 
cannot be at fault for acting within the terms of the contract.  See, e.g., De Matteo 
Constr. Co. v. United States, 600 F.2d 1384, 1391 (Ct. Cl. 1979) (“If the contract and 
regulations which are a part thereof provide for a right to suspend or delay the work 
for a limited period under particular circumstances, the contracting officer’s exercise 
of such right cannot be deemed unreasonable.”) citing Chaney & James Constr. Co. 
v. United States, 421 F.2d 728, 732 (Ct. Cl. 1970).   
 
 Phylway alleges that there are factual issues preventing entry of summary 
judgment because the contracting officer possessed the ability to waive the high river 
level restriction, and because the contracting officer relied on the advice of his 
technical specialists in considering Phylway’s request to be allowed to resume work 
with the water level above 11 feet (app. resp. at 11-12).  Even assuming the truth of all 
of Phylway’s allegations, as we must in considering a motion for summary judgment, 
we hold that there was not a constructive suspension of work because the contract 
expressly stated that work would stop when the river level exceeded 11 feet at the 
Carrolton gauge.  It is undisputed that a warranted contracting officer possesses the 
authority to modify a government contract.  However, that ability, standing alone does 
not create an issue of fact.  Were it otherwise, summary judgment could never be 
entered in any appeal because the contracting officer always would have had the 
ability to grant the relief requested by a contractor.   
 
 Phylway cites to our decision in Tkacz Engineering, ASBCA No. 60358, 18-1 
BCA ¶ 36,940, for the proposition there is a mixed question of law and fact preventing 
entry of summary judgment (app. resp. at 13).  However, Tkacz is not relevant to the 
issue in this appeal.  In Tkacz, the question before the Board was whether the 
contractor could establish a constructive change where the contract included 
FAR 52.212-4, CONTRACT TERMS AND CONDITIONS—COMMERCIAL 
ITEMS (JUN 2010), which includes a changes clause only allowing modifications by 
written agreement of the parties.  Tkacz, 18-1 BCA ¶ 36,940 at 179,961-62.  The 
Board found that there was a mixed question of fact and law because the contract 
terms were “facially vague and their intended application is hotly contested.”  Id. 
at 179,962.  Here, we find the contractual provision requiring to Phylway to stop work 
when the Mississippi River is higher than 11 feet at the Carrolton gauge to be clear and 
unambiguous.  Phylway asserts that the contract is ambiguous because the 
government’s motion cites to the pre-award questions and answers which are not 
incorporated into the contract (app. resp. at 13).  However, the government’s motion 
cites to the questions and answers primarily to argue that Phylway waived any 
potential challenge to the high water level restrictions by not bringing a pre-award 

13 
 
challenge to the solicitation (gov’t mot. at 12-13).  To be clear, our interpretation of 
the contract does not rely upon the pre-award questions and answers.       
 
C. The Contract Was Not Commercially Impracticable 
 
 Phylway asserts that the extended period of high river levels made the contract 
commercially impracticable (app. resp. at 14-17).  To establish commercial 
impracticability, a contractor must show that “(1) a supervening event made 
performance impracticable; (2) the non-occurrence of the event was a basic 
assumption upon which the contract was based; (3) the occurrence of the event was not 
the contractor’s fault; and (4) the contractor did not assume the risk of occurrence.”  
Spindler Construction Corp., ASBCA No. 55007, 06-2 BCA ¶ 33,376 at 165,462 
(citing Seaboard Lumber Company v. United States, 308 F.3d 1283, 1294-95 (Fed. 
Cir. 2002)).  The doctrine applies where “the costs of performance amount to 
commercial senselessness.  It does not grant relief just because performance cannot be 
achieved most economically.”  Safety Training Systems, Inc., ASBCA Nos. 57095, 
57166, 14-1 BCA ¶ 35,509 at 174,051 (citing Natus Corp. v. United States, 371 F.2d 
450, 457 (Ct. Cl. 1967)).  Thus “[a] showing of simple economic hardship is not 
sufficient.”  American Combustion, Inc., ASBCA No. 43712, 94-3 BCA ¶ 26,961 
at 134,243 (citing Jennie-O Foods, Inc. v. United States, 580 F.2d 400, 410 (Ct. Cl. 
1978)). 
 
 Obviously, the high river levels were not Phylway’s fault.  But, even if we 
credit Phylway’s declarations that it based its bid on the assumption that there would 
not be extended work stoppages due to high river levels, and that performance of the 
contract was impracticable, rather than just more expensive, Phylway still fails to meet 
the test for impracticability, because the contact explicitly placed the risk of delay due 
to high river level on the contactor (R4, tab 6 at GOV160).    
 
III. Phylway’s Claims Are Also Barred by Accord and Satisfaction 
 The government argues further that even if Phylway were able to establish a 
constructive suspension of work, or that the contract was commercially impracticable, 
that Phylway waived the claims in the releases to the contract modifications that added 
additional time to the performance period of the contract.  To prove the affirmative 
defense of accord and satisfaction, the government must show four elements:  
1) proper subject matter; 2) competent parties; 3) a meeting of the minds of the parties; 
and 4) consideration.  Holland v. United States, 621 F.3d 1366, 1382 (Fed. Cir. 2010).  
As the government notes, Modification Nos. 2, 4, 5, and 7 were bilateral modifications 
and each of these modifications contained a release providing in relevant part that: 
 
It is further understood and agreed that this adjustment 
constitutes compensation in full on behalf of the 

14 
 
Contractor, its subcontractors and suppliers for all costs 
and markups directly or indirectly attributable to the 
change, for all delays, impacts and extended overhead, and 
for performance of work within the time period of this 
modification related to unusually severe weather. 
 
(R4, tab 13 at GOV604, tab 21 at GOV629, tab 23 at GOV639, tab 24 at GOV645)  
Modification Nos. 2 and 4 cover the period of delay alleged in Phylway’s complaint 
(Compl. ¶¶ 67, 80; R4, tab 13 at GOV604, tab 21 at GOV629).  A bilateral 
modification constitutes an accord and satisfaction where the parties agree to a 
substituted performance, here an extension of time, in satisfaction of a claim.  See, 
e.g., Moore Overseas Const. Co., ENGBCA No. PCC-125, 98-1 BCA ¶ 29,682 
at 147,029.     
 
 Phylway asserts that the release language does not release its claim, because the 
release pertains to “unusually severe weather” and not “other” as provided on the 
weather summary sheets attached to the modifications (app. resp. at 17-21).  However, 
Phylway’s argument reads just one word from the weather summary sheet in isolation.  
While the column header in the weather summary sheet refers to “other” reading the 
entire document, it is clear that “other” includes “other weather” as well as non-
weather events that are not subject to offset for “anticipated adverse weather days.”  
Phylway argues that high river levels are not “weather” because the data are 
maintained by the USACE and not the National Oceanographic and Atmospheric 
Agency (NOAA) (app. resp. at 20).  However, under “other” as examples of “other” 
delays, in addition to high river levels, the weather summary sheet also lists 
“Hurricanes, Tropical Storms, [and] Flooding” which are clearly “weather” along with 
non-weather events such as riots and strikes (R4, tab 13 at GOV605).  The weather 
summary sheet describes the sum of the “other” column as “Other Adverse Weather 
Total” (id.).   
 
 The modifications provide that the extension of time is being agreed to “due to 
causes beyond the control and without the fault or negligence of the Contractor, 
namely adverse weather [delays]” (R4, tab 13 at GOV604, tab 21 at GOV629, tab 23 
at GOV639, tab 24 at GOV645).  These “adverse weather [delays]” addressed in the 
modification were high river levels, as evidenced by the “remarks” column in the 
weather data sheets which provided that the delay was due to “High River” (R4, tab 13 
at 605-09, tab 21 at GOV630-35).  This is the same cause of delay that was the subject 
of the release signed by Phylway in the bilateral modification.  Phylway’s claim is for 
delays due to high river levels – the same as the modifications and the same as the 
contractual releases providing that Phylway agreed that the modification was 
“compensation in full … for all costs and markups directly or indirectly attributable to 
the . . . performance of work . . . related to unusually severe weather” (R4, tab 13 
at GOV604, tab 21 at GOV629, tab 23 at GOV639, tab 24 at GOV645).  Phylway’s 

15 
 
interpretation of the high river level as not being weather is not supported by the 
modifications.  Accordingly, Phylway’s claims are barred by accord and satisfaction.   
 
CONCLUSION 
 
 For the reasons stated above, we enter summary judgment in favor of the 
government and Phylway’s appeal is denied in its entirety.   
 
 Dated:  October 11, 2022 
 
 
 
 
 
 
 
 
 
 
 
DAVID D’ALESSANDRIS 
Administrative Judge 
Armed Services Board 
of Contract Appeals 
I concur 
 
 
RICHARD SHACKLEFORD 
Administrative Judge 
Acting Chairman 
Armed Services Board 
of Contract Appeals 
 I concur 
 
 
 
 OWEN C. WILSON 
Administrative Judge 
Vice Chairman 
Armed Services Board 
of Contract Appeals 
 
 
 I certify that the foregoing is a true copy of the Opinion and Decision of the 
Armed Services Board of Contract Appeals in ASBCA No. 62961, Appeal of Phylway 
Construction, LLC, rendered in conformance with the Board’s Charter. 
 
 Dated:  October 11, 2022 
 
 
 
 
 
 
 
 
PAULLA K. GATES-LEWIS 
Recorder, Armed Services 
Board of Contract Appeals