Chapter 29 — Quiz
Twenty-two questions. Answer each one before opening the explanation. Scoring guide at the end.
Multiple Choice
1. A schedule update consists of recording four things and then recalculating. Which of the following is not one of the four inputs?
A. Actual start dates B. Remaining durations C. Percent complete by activity D. Logic and duration changes on unstarted work
Answer
C. Percent complete is a cost and earned value input — it answers "how much of the money have we earned." A schedule needs remaining duration in days from the data date, which is a completely different question and frequently produces a different answer. An activity 70 percent complete after 21 days of a 30-day duration "should" have 9 days left; if the foreman says 16, you have learned something no percentage would have told you.
2. Which statement about the data date is false?
A. No activity may show remaining work to the left of it B. No activity may show actual progress to the right of it C. It is the date the update is issued to the owner D. Every float value and projected date in the update is stated "as of" it
Answer
C. The data date is the instant the update describes; the issue date is when it goes out. On Northgate the data date is the last calendar day of the month and the issue date is the fifth working day of the next one. Confusing the two is how you end up with a report that appears to forecast the past.
3. Activity B started before its predecessor A finished. A has 20 CD remaining; B has 10 CD remaining. Under retained logic, B finishes:
A. 10 days after the data date B. 20 days after the data date C. 30 days after the data date D. It cannot be calculated
Answer
C. Retained logic honors the relationship for the remaining work: B's 10 remaining days cannot begin until A finishes at day 20, so B finishes at day 30. Progress override would allow B's remaining 10 days to run from the data date, finishing at day 10 — a 20-day difference from one setting. The professional answer is neither: if the two answers are far apart, the logic no longer describes the job and the activities should be split by area.
4. Which is the earliest reliable warning that a project is heading for trouble?
A. The projected completion date moving B. A missed contract milestone C. Total float eroding across successive updates D. A subcontractor's pay application exceeding its progress
Answer
C. A chain consumes its float before it consumes the completion date, so float erosion moves weeks or months earlier than any date variance. Northgate's curtain-wall path went 34 → 32 → 26 → 19 → 11 → 3 over six updates while the projected completion date never moved. By the time A or B fires, the cause is old and the cheap fix is gone.
5. A delay is excusable but non-compensable. The contractor gets:
A. Time and money B. Time, but no money, and no liquidated damages are assessed C. Money, but no time D. Neither time nor money
Answer
B. Excusable answers "does the contractor get a time extension"; compensable answers "does the contractor get paid for it." Weather beyond the contract allowance, market-wide strikes, and — in most treatments — true concurrent delay land here. The contractor gets days and both parties eat their own costs.
6. Your masonry subcontractor finishes 9 days late on a chain that carried 15 days of total float. The project delay is:
A. 9 calendar days B. 6 calendar days C. Zero D. Cannot be determined without knowing the liquidated damages rate
Answer
C. Zero. Consuming float is not extending the project. The subcontractor spent 9 of the path's 15 days; the path now has 6 left; the completion date did not move and nobody incurred extended general conditions. This is the most common error in delay analysis and it runs in both directions — contractors claiming time for float consumption, and owners alleging concurrency against it.
But note the second half: the float is now gone and somebody should write that down. A contemporaneous note that the path fell from 15 to 6 costs nothing and is worth a great deal if it later becomes controlling.
7. A time impact analysis should start from:
A. The accepted baseline schedule B. The accepted schedule update in effect when the event occurred C. The current schedule as of today D. An as-built schedule reconstructed after the fact
Answer
B. Starting from the baseline ignores everything that actually happened before the event — including, on Northgate, the fact that the procurement chain's float had already been reduced. Starting from today's schedule contaminates the answer with everything that happened after. The accepted update in effect at the time was prepared by people who did not know the event was coming and therefore had no motive to shade it, which is exactly what makes it credible.
8. The cost slope of an activity is:
A. Crash cost ÷ crash duration B. (Crash cost − normal cost) ÷ (normal duration − crash duration) C. (Normal cost − crash cost) ÷ crash duration D. Crash cost × the daily exposure rate
Answer
B. It is the cost of buying one calendar day from that activity. Northgate's steel erection:
($4,222,000 − $4,180,000) ÷ (84 − 77) = $42,000 ÷ 7 = $6,000 per calendar day.
9. You have crashed the cheapest critical activity to its limit. Before crashing the next one, you must:
A. Get owner approval B. Recalculate the network C. Confirm the subcontractor's bonding capacity D. Update the schedule of values
Answer
B. Recalculate. Crashing shifts the critical path. Money spent compressing an activity that is no longer critical buys exactly zero days. In the chapter's worked example, four days of compression on the enclosure branch made the MEP branch co-critical — without anybody touching a single MEP activity — and every dollar after that point had to be spent upstream of the split or on both branches at once.
10. Going from a 40-hour week to a sustained 60-hour week, on the chapter's figures, costs about 70 percent more and produces about:
A. 50 percent more output B. 40 percent more output C. 27 percent more output D. No additional output at all
Answer
C. 720 attendance hours at an assumed 0.85 sustained efficiency deliver 612 productive hours against 480 at 40 hours — +27.5 percent output for +69.8 percent cost. You are buying schedule at roughly two and a half times the normal price of the work. And of the extra cost, the fatigue loss ($7,092 on the chapter's crew) is larger than the entire overtime premium ($5,520), which is the half almost nobody prices.
11. Which element is not part of constructive acceleration as it is generally described?
A. An excusable delay occurred B. The contractor properly requested a time extension C. The owner issued a written change order directing acceleration D. The contractor actually accelerated and incurred cost
Answer
C. A written directive is directed acceleration, which is normally a straightforward change. Constructive acceleration is what happens without a directive: an excusable delay, a proper extension request, a denial or unreasonable deferral, insistence on the original date, and actual acceleration with actual cost. The doctrine and its elements vary by jurisdiction and by contract form, and some contracts try to disclaim it.
12. The most common way an otherwise valid acceleration claim fails is:
A. The delay was not excusable B. No extension was requested C. The acceleration costs were never segregated in the cost accounting D. The owner never insisted on the original date
Answer
C. All four are gates, but the one contractors lose on most often is the last one, because it is the only one that requires action while the work is happening. If premium time for the acceleration sits in the same payroll codes as the overtime the job was already running, no analyst on earth can separate them. Open separate cost codes on the day you start accelerating — thirty minutes of setup for a six-figure position.
True / False
Give a one-line justification for each.
13. A schedule update whose projected completion date has not moved in four months is evidence that the job is being managed well.
Answer
False. It is equally consistent with float being consumed silently on non-controlling paths, or with the schedule not being updated at all — remaining durations derived from the baseline produce a model that is arithmetically incapable of changing its answer. The completion date is a lagging indicator; read it only alongside the float trend.
14. If a contractor delays a non-critical activity, the owner may assess liquidated damages for those days.
Answer
False. Liquidated damages compensate for late completion. A delay that consumes float does not move the completion date and therefore causes no compensable lateness. The owner's legitimate concern is different and real: the float is now gone, and the next slip on that path — anybody's slip — will move the date.
15. Submitting a recovery schedule at an owner's request, without further comment, may be interpreted as accepting responsibility for the delay.
Answer
True, and it is a trap worth naming out loud. Do both things separately: cooperate on the recovery and reserve your entitlement position in writing, in the same transmittal. Two sentences. The contractor who refuses to submit until entitlement is settled is being obstructive; the contractor who submits silently is giving away an argument for free.
16. Total float can be negative.
Answer
True. Negative float is the arithmetic statement this chain must be shortened by that many days, or the constrained date moves by that many days. It appears whenever the calculated finish is later than a required or imposed date. It is not "less than no float" — it is the size of the recovery you owe.
17. The cost slope captures the full cost of compressing an activity.
Answer
False, and this is the chapter's most expensive point. The cost slope prices the compression. It does not price the consequence. On Northgate, activity L — deck-edge detailing — had the second cheapest slope on the page at $7,000/CD, bought 4 days for $28,000, and produced roughly $494,000 of deck-edge rework and curtain-wall field modification. The crash table cannot see tolerance, trade density, or fatigue.
18. Under most treatments, true concurrent delay converts a compensable delay into an excusable-but-non-compensable one.
Answer
True as a general principle, with a real caveat. Neither party can show the other's conduct was the operative cause, because each party's own conduct was independently sufficient — so the contractor gets time but not money, and the owner gets no liquidated damages. The treatment of concurrency varies substantially by jurisdiction and by contract form, and some contracts define or allocate it expressly. Never state the general principle as if it were the law where you are.
Short Answer
19. Northgate's procurement chain carried seven calendar days of float. Kestrel consumed six and the engineer consumed four. Explain in three sentences how a pool of seven days absorbed ten, and what that fact did to the project.
Answer
Float belongs to the path, not to the activities on it, and it can be spent exactly once by whoever gets to it first. Kestrel's six days took the pool from +7 to +1; Caldwell's four then took it to −3 — three days of negative float, which is precisely the margin by which the April 18 mill release was missed. Because the constraint at the end of that chain was discrete rather than continuous, three days of lateness became a 35-day wait for the next rolling opening, and after Ironbridge's 12-day recovery, a 23-day project delay worth $244,950.
20. Name the ten sections of a schedule narrative in any order, then identify the one most often omitted and say precisely what goes wrong when it is.
Answer
Identification (including retained logic or progress override) · progress this period · current forecast and variance · the controlling path · near-critical paths with their trend · changes to the model · delays and impacts with the entitlement position · recovery actions with dates · requirements of others · attachments.
The section most often omitted is changes to the model. What goes wrong: somebody re-sequences three relationships to fix a real problem, the completion date improves by nine days, and nobody writes it down. Four months later an owner's consultant compares two consecutive files, finds eighteen changed relationships and no explanation, and every number you produce for the rest of the job carries an asterisk. It is usually carelessness rather than dishonesty — which does not help you at all when the comparison report is on the table.
21. A path has 26 days of float and lost 14 days of float last month. Another path has 2 days of float and has had 2 days for six months. Which gets your Monday morning, and give two reasons.
Answer
The 26-day path. First, rate over level: losing 14 days a month means it is controlling in under eight weeks, and a path burning float at that rate has a mechanism behind it that is still running — you do not have a float problem, you have an unidentified production or procurement problem currently spending your float. Second, the cheap fix lives where there is still room: intervening on a path with 26 days is a management decision, while intervening on a path with 2 days is an acceleration, and acceleration costs roughly ten times as much.
The 2-day path is stable, and stable at a low level means something is holding it there. Watch it; do not spend your morning on it.
Applied Scenarios
22. Run the update.
Data date: contract day 180. Required completion: contract day 300.
| ID | Activity | Preds | Baseline EF | Status at data date |
|---|---|---|---|---|
| A | Structure | — | 120 | Finished day 128 |
| B | Enclosure | A | 190 | In progress, 34 CD remaining |
| C | Overhead MEP rough-in | A | 210 | In progress, 44 CD remaining |
| D | Ceilings and finishes | B, C | 268 | Not started, 58 CD |
| E | Commissioning and closeout | D | 300 | Not started, 32 CD |
Compute: (a) the projected completion; (b) the controlling path; (c) total float on B and on C; (d) the exposure at a combined daily rate of $7,300/CD; and (e) whether this requires notice, a recovery plan, both, or neither — assuming A's 8-day overrun was your own steel erector and B's slippage is entirely a fabrication problem at your own curtain-wall supplier.
Worked answer
(a) Forward pass from the data date.
B: in progress, 34 CD remaining → 180 + 34 = 214
C: in progress, 44 CD remaining → 180 + 44 = 224
D: ES = max(B 214, C 224) = 224 → 224 + 58 = 282
E: ES = 282 → 282 + 32 = 314
Projected completion: day 314, against a required day 300 — 14 calendar days late, and 14 days later than the baseline's 300.
(b) Controlling path: A → C → D → E. Note that it is not the enclosure. In the baseline, C finished at 210 and B at 190, so C was already governing D; the update has widened that. Anyone managing this job by watching the curtain wall — which is the loud problem, with a supplier and a story attached — is watching the wrong chain.
(c) Total float against the required day 300.
E: LS = 300 − 32 = 268
D: LF = 268, LS = 268 − 58 = 210
C: LF = 210, LS = 210 − 44 = 166 TF = 166 − 180 = −14 ◄── controlling
B: LF = 210, LS = 210 − 34 = 176 TF = 176 − 180 = −4
C is at −14; B is at −4. Both are negative, which means both chains have to be shortened — but shortening B alone buys nothing, because C governs the merge at D until B and C are within 10 days of each other.
(d) Exposure: 14 CD × $7,300/CD = $102,200.
(e) A recovery plan, and no notice.
Both causes named in the problem are yours: your steel erector and your curtain-wall supplier. A subcontractor's or supplier's performance is non-excusable as between you and the owner — you gave no notice because there is nothing to notice. What you owe the owner is disclosure in the narrative and a recovery plan.
Two further moves a good project manager makes here. First, the recovery money goes on C, not on B — the loud problem is not the controlling one, and this is exactly the situation where a project spends $80,000 accelerating the thing everybody is talking about and gains zero days. Second, look backward at the same time: pull the last three updates and find out when C's float went negative, because if it has been eroding since day 90 there is a management failure here that is separate from, and larger than, either subcontractor.
Scoring Guide
| Score | Reading |
|---|---|
| 20–22 | You can run an update, defend a TIA, and price an acceleration. Go do the Project Checkpoint. |
| 17–19 | Solid. Re-read §29.4 (float erosion) and §29.8 (the path shift) and re-work exercise C3. |
| 13–16 | The mechanics are there and the judgment is not yet. Re-read §29.5 (the taxonomy and the float error) and §29.9 (the decision and the other bill), then re-do the 📋 Try it drill in the chapter without looking at the answer. |
| Below 13 | Re-read the chapter, working every table by hand. Start with §29.6 — the float absorption analysis is the load-bearing idea and everything else in the chapter sits on it. |
70 percent (16 of 22) is the threshold for moving on to Chapter 30.