1etlil(.)(!Is (i)f P1(s)ject MtiIenh1ei1ts2.smu.edu/emis/design/wp-content/uploads/94-01-ibm_project...PERT Chart Analysis ... Critical Path Method ... conclusion giving the basic

I1NT CA-SuirPn.ject: PIERT/CPN/1 r\1etlil(.)(!Is (i)f

P1(s)ject MtiIenh1ei1t

By: Dirk B. Sylvester

May 14,1994

Department of Computer Science And Engineering

Southern Methodist University

Professor Jose Dula

1

Table of Contents

Abstract Background and Description Initial Analysis Task Analysis Gantt Chart Analysis PERT Chart Analysis Resource Analysis Conclusion

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AppendicesA. IBM CA-SuperProject-B. Microsoft Project 3.0-C. IBM CA-SuperProject-D. IBM CA-SuperProject-E. Microsoft Project 3.0-F. Microsoft Project 3.0-G. IBM CA-SuperProject-H. Microsoft Project 3.0-I. IBM CA-SuperProject-J. Microsoft Project 3.0-K. IBM CA-SuperProject-L. Microsoft Project 3.0-M. IBM CA-SuperProject-N. Microsoft Project 3.0-

Task Report Task Report Gantt Chart Critical Path Gantt Chart Gantt Chart Critical Path Gantt Chart PERT Chart PERT Chart Resource Reports Resource Reports Date Outline Report Project Summary Calendar Report Calendar Report

PA

Abstract

CA-SuperProject is an IBM computer software package designed to help project managers plan, organize, and manage tasks and resources to accomplish a defined objective. This report is designed to give an overview of CA-SuperProject and its capabilities as well as to compare this software package to the Macintosh version of Microsoft Project 3.0 in conjunction with the Moncrief Radiation Center Parking Garage project. This report should also be considered as a complimentary report with the Microsoft Project 3.0 report written by Dirk Sylvester and Jeff Thompson. The key difference associated between the two software packages lies in the choice and preference of views and options according to a company's (or person's) computer system available.

3

Background and Description

CA-SuperProject is designed to help project managers plan and carry out successful projects. SuperProject is very similar to Microsoft Project 3.0 on the Macintosh but with a little more versatility in the graphical and textual views. Most companies would base their decision between the two on their existing computer system or on their preferences and needs.

Critical Path Method (CPM, is the method of calculating the critical path, or the longest path through the project whereby the project's finish will be delayed if any task along that path either slips or runs late. Program Evaluation Review Technique (PERT) shows the task dependency relationships for the project. Basically, the PERT chart is a network flow representation linking tasks together and producing a critical path in box style views.

CA-SuperProject uses the Gantt Chart and the PERT chart as the two main views along with other features to display graphics and charts for quick and easy project summaries to communicate a project's needs daily.

4

Initial Analysis

The primary step in evaluation of IBM's software package was to read the User's Guide and the Reference Manual. The interpretation and analysis of CA-SuperProject with respect to the Moncrief Radiation Center Parking Garage could not be completely evaluated until the Microsoft Project 3.0's version was understood. This may be cause for some bias toward one system over the other in certain aspects. The next stage was the data entry followed by task linking and project datelines. The Gantt chart analysis using IBM followed next with its unusual difference from the Macintosh version. Naturally, an analysis of the PERT chart followed with some .added features on the IBM version compared to the Macintosh package. Project summaries and a variety of reports followed with a conclusion giving the basic differences and similarities between the two software packages.

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Task Entry Analysis

The task entry forms for CA-SuperProject and Microsoft Project 3.0 are similar in logic but different in format. See appendices A-i through A-12 for IBM's version and B-i through B-4 for Macintosh's version. Each outline sheet printed tasks with only short abbreviations along with numerically ordered task identifications. Scheduled and Finish dates were also on the reports. However, on the IBM CA-SuperProject, no predecessors were included but the program did have task status listings (appendix A-i through A-4) and space for detailed descriptions of the tasks (appendix A-9 through A-12). The linking of tasks is done by indicating finish-to-start, start-to-start, and finish-to-finish links which is a similar linking process for both programs but is formatted differently for each program.

With a finish-to-start (FS) link, one task must finish before the next tasks starts. In a start-to-start (SS) link, the successor task can start at the same time or later than its predecessor, but not earlier. In a finish-to-finish (FF) link, a successor task can finish at the same time as its predecessor or later, but not earlier. Microsoft's task report has a column for the predecessor links while IBM's task report does not include these links except for linking arrows on the Gantt chart (appendix C-i through C-3), which can sometimes get confusing. Entering these task data values becomes very confusing when switching from one package to the next. Microsoft Project 3.0 links by predecessors as if saying, "This predecessor is a finish-to-start link to that successor," while CA-SuperProject reverses this procedure as if rewording the saying to "that successor is linked to this predecessor by a finish-to-start." It was even difficult to sort out IBM's task links with a copy of the task links given by Microsoft Project 3.0's task report.

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Gantt Chart Analysis

The Gantt charts of both software programs were similar in logic, duration, and task linkage (see appendix C,D,E, & F). Both programs evaluated the same critical path of 114 days. On the CA-SuperProject package, however, the first entry must be the complete project for which all following tasks are associated. This entry will record a summary in bar form of all associated tasks underneath it, adding up task durations as they are entered giving the project duration a total of 114 days (appendix C-i: the top bar). The Gantt charts remained similar except for the task linking arrows and the different task descriptions across the top. The IBM version, however, seemed to be more readable in small print than the Macintosh version. See appendix C through appendix F for the differences among versions. Also included are the critical path Gantt charts (appendices D & F) which show the same similarities and differences as the regular Gantt charts.

'4

PERT Chart Analysis

The PERT charts of both the IBM CA-SuperProject and the Macintosh Microsoft Project 3.0 are similar in critical path but very different in format (appendix G through H). The id boxes are automatically arranged on the IBM and cannot be repositioned for clarity like the Macintosh package does. Microsoft Project 3.0 will automatically calculate the id boxes in numerical order the first time but will let the user reposition the boxes for better clarity (see appendix H-i). CA-SuperProject, unlike Microsoft Project 3.0, ties all tasks without successors to a final project box, which is the project end (see appendix G-2). This box is titled P3 which is the project end date, or it can be the start of a new project that will not start until this project is completed. In both cases, the PERT philosophy remains the same except that IBM's PERT view seems to adhere to wall chart print outs only while the Macintosh's view is more adaptable for quick, accessible print outs.

8

Resource Analysis

Both resource reports for the two software packages are fairly the same with respect to graphic interpretation. See appendix I for IBM's resource views and appendix J for Macintosh's resource views. Both programs illustrate resource allocations and alert users to resource overallocations. They both have similar responses to the compensation of an overallocated resource. Microsoft Project 3.0's resource report seems more detailed than CA-SuperProject's resource report (see appendix J-1 vs. Appendix I-i through 1-2). On IBM's report (appendix I-i), there is a column for priority level, which comes handy when assigning resource needs according to task importance. This feature has a level entry from 1 to 999 to give greater importance to one task over another in the event a resource conflict arises. The higher the number, the more important a tasks completion is. With this exception of priority leveling, both programs are basically similar in their resource reporting methods.

Conclusion

Both the IBM CA-SuperProject and the Macintosh Microsoft Project 3.0 use similar functions in the project management business. Each have different features in some sense but both logically reflect upon each other. (See appendices K,L,M,&N for differences and similarities in outlines, summaries, and calendar reports.) The major focus for decision between the two would be the availability of the computer system. One important advantage with IBM is its worldwide compatibility and the wide range of availability of the IBM machines in printing and graphing shops. Macintosh is limited in its plotter capabilities whereas IBM has available plotting in most all graphical printing companies. The IBM version also seems to allow more report views to choose from with options to include or exclude certain details on different reports. IBM also has beginner modes with beginner reports which are graphically easier to understand. Expert modes and views are also available.

In conclusion, IBM CA-SuperProject and Macintosh Microsoft Project 3.0 are equally comparable given all criteria. Personal choice is the final judge in usage of one over the other. Someone may like the task linkage system of arrows on IBM's Gantt chart better than the predecessor column on Macintosh's task report, or vice versa. All other applications and reporting procedures can also be compared with a company's special needs. Either way, project management is much more efficient and better communicated or comprehended through the use of software packages like CA-SuperProject and Microsoft Project 3.0.

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APPENDICES

.

S

.

S

A. IBM CA-SuperProject-

B. Microsoft Project 3.0-

C. IBM CA-SuperProject-

D. IBM CA-SuperProject-

E. Microsoft Project 3.0-

F. Microsoft Project 3.0-

G. IBM CA-SuperProject-

H. Microsoft Project 3.0-

I. IBM CA-SuperProject-

J. Microsoft Project 3.0-

K. IBM CA-SuperProject-

L. Microsoft Project 3.0-

M. IBM CA-SuperProject-

N. Microsoft Project 3.0-

11

.

Task Report

Task Report

Gantt Chart

Critical Path Gantt Chart

Gantt Chart

Critical Path Gantt Chart

PERT Chart

PERT Chart

Resource Reports

Resource Reports

Date Outline Report

Project Summary

Calendar Report

Calendar Report

Compare Dates Project: MD4.PJ 05-04-94 7:07p Revision: 10

Task Report

Heading/Task Status Scheduled Start

MD4.PJ 05-16-94> 8:00a Site Compact Schd/Crit 05-16-94 8:00a Construct Rebar Piers Schd/Crit 05-18-94 8:00a DRILL PIERS 'A' Schd/Crit 05-25-94 8:00a Drill Piers 11 13" Schd/Crit 06-01-94 8:00a Drill Piers Elect Schd/Crit 06-02-94 8:00a Excavate GB C-13-A Schd/Crit 06-02-94 8:00a Drill Piers "B" Schd 06-02-94 8:00a REB DEL GB13-19 Schd/Crit 06-06-94 8:00a RD GB 23&25 Schd/Crit 06-08-94 8:00a RD W13-W26 Schd/Crit 06-10-94 8:00a RD W8-W10 Schd/Crit 06-10-94 8:00a FOS GB14,15,23,25 Schd/Crit 06-10-94 8:00a FOS GB13-16 Schd 06-08-94 8:00a EXCAVATE GB GB 1-13-A Schd 06-10-94 8:00a RGB.14,15,23,25,13,16 Schd/Crit 06-13-94 8:00a FOS W13-19 Schd 06-13-94 8:00a DRILL PIERS 'C' Schd 06-09-94 8:00a CFGB14,15,23,25,13,16 Schd/Crit 06-14-94 8:00a REBAR W13-W19 Schd 06-14-94 8:00a SITE EXCAVATION Schd/Crit 06-14-94 8:00a PGB 14,15,23,25,13,16 Schd 06-15-94 8:00a EXCVT W8 THRU W10 Schd/Crit 06-15-94 8:00a SITE COMP. B-A-1-6 Schd 06-15-94 8:00a CF W13-W19 Schd 06-16-94 8:00a RD W1-W7 Schd 06-17-94 8:00a RD GB-20,21,22 Schd 06-16-94 8:00a EXCVT W1-W7 Schd 06-17-94 8:00a FOS W8-W10 Schd/Crit 06-17-94 8:00a SITE FILL & COMP C-13 Schd/Crit 06-17-94 8:00a REBAR W8-W10 Schd 06-20-94 8:00a DRILL PIERS 'D' Schd 06-16-94 8:00a PF W13-W19 Schd 06-21-94 8:00a COMP FILL SOG ELECT R Schd/Crit 06-22-94 8:00a ADJUST FORMS ERP Schd/Crit 06-22-94 8:00a REBAR SOG ELECT R Schd/Crit 06-23-94 8:00a POUR SOG ELECT R Schd/Crit 06-23-94 8:00a CF W8 THRU W10 Schd 06-22-94 8:00a DRILL PIERS ELEVATOR Schd 06-17-94 8:00a SET ELECT GEAR ER Schd/Crit 06-24-94 8:00a POUR WALL W8-W10 Schd 06-24-94 8:00a FOS Wi THRU W7 Schd 06-24-94 8:00a DRILL ELEVATOR SHAFT Schd 06-27-94 8:00a RD BALANCE OF JOB Schd 06-27-94 8:00a REBAR WALLS W1-W7 Schd 06-27-94 8:00a INSTALL MASONRY ER Schd/Crit 06-27-94 8:00a CLOSE WALL FORM W1-7 Schd 06-29-94 8:00a INSTALL TEMP ROOF ER Schd/Crit 06-30-94 8:00a POUR WALL W1-W7 Schd 07-01-94 8:00a E R TO SUBCONT Schd/Crit 07-01-94 8:00a FOS W20-W26 Schd/Crit 07-04-94 8:00a

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Task Report


REBAR WALLS W20-26 Schd 07-05-94 8:00a CLOSE WALLS W20-26 Schd/Crit 07-08-94 8:00a POUR WALLS W20-26 Schd/Crit 07-14-94 8:00a FOS GB4-GB1 Schd/Crit 07-15-94 8:00a REBAR GB4-GB1 Schd/Crit 07-18-94 8:00a CLOSE FORMS GB4-GB1 Schd/Crit 07-18-94 8:00a ELECT UNDERGROUND Schd 07-18-94 8:00a MECH UNDERGROUND Schd 07-18-94 8:00a F R R UNDERG Schd 0.7-18-94 8:00a POUR GB4 THRU GB1 Schd/Crit 07-19-94 8:00a FOS GB23,24,20,21,22 Schd/Crit 07-20-94 8:00a REB GB23,24,20,21,22 Schd/Crit 07-21-94 8:00a CF GB23,24,20,21,22 Schd/Crit 07-25-94 8:00a POUR GB23,24,20,21,22 Schd/Crit 07-27-94 8:00a INS COMP FILL 1-6-A-B Schd/Crit 07-27-94 8:00a E F SOG 1-6-A-B Schd 07-29-94 8:00a REB SOG 1-6-A-B Schd 07-29-94 8:00a FOS GB5-GB13 Schd/Crit 08-01-94 8:00a INS COMP FIL A-B-1-13 Schd 08-01-94 8:00a POUR SOG 1-6-A-B Schd 08-02-94 8:00a REBAR GB5-GB13 Schd/Crit 08-03-94 8:00a FORM ELEV SLAB P5 Schd 08-03-94 8:00a REB PT ELEV SLAB P5 Schd 08-04-94 8:00a CLOSE FORMS GB5-13 Schd/Crit 08-11-94 8:00a E F SOG C-B-1-6 Schd/Crit '08-16-94 8:00a MECH ROUGH P5 Schd 08-08-94 8:00a FIRE R ROUGH P5 Schd 08-08-94 8:00a ELECTR ROUGH P5 Schd 08-08-94 8:00a INS COMP FIL A-B-13-6 Schd p8-10-94 8:00a REBAR SOG C-B-1-6 Schd 98-18-94 8:00a E F SOG C-B-6-10 Schd/Crit 08-18-94 8:00a POUR SOG C-B-1-6 Schd 98-22-94 8:00a REB SOG C-B-6-10 Schd 08-22-94 8:00a POUR ELEV SLAB P5 Schd 08-19-94 8:00a POUR GB5-GB13 Schd 08-19-94 8:00a EDGE FORMS C-B-10-13 Schd/Crit 08-23-94 8:00a REBAR C-B-10-13 Schd/Crit 08-23-94 8:00a FOS ELEVATOR GRADE Schd 08-22-94 8:00a BAR WALS REB TIER/I1 Schd/Crit 08-23-94 8:00a REB GB AT ELEVATOR Schd 08-24-94 8:00a POUR SOG C-B-6-10 Schd 68-25-94 8:00a BAR WALS FORM TIER/I1 Schd/Crit 98-24-94 8:00a BAR WALS POUR #1 Schd 8-24-94 8:00a FORM ELEVATED P7 Schd 08-25-94 8:00a REB&PT ELEVTD SLAB P7 Schd 68-26-94 8:00a POUR C-B-10-13 Schd 08-25-94 8:00a E F SOG B-A-13-6 Schd 08-25-94 8:00a C GB F AT ELEVATOR Schd 98-25-94 8:00a FIRE R ROUGH P#6 Schd p8-26-94 8:00a ELECTR ROUGH P1/6 Schd 08-26-94 8:00a F ELEVTD SLAB P#8 Schd 08-29-94 8:00a

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Task Report


REB GB 16-17 Schd 08-26-94 8:00a REB SOG B-A-13-6 Schd 08-29-94 8:00a MECH ROUGH P#6 Schd 08-29-94 8:00a REB&PT ELVTD SLAB P1/6 Schd 08-29-94 8:00a POUR GB'S AT ELEVATOR Schd 08-30-94 8:00a FOS GB16-GB17 Schd 08-29-94 8:00a CLOSE GB16-GB17 Schd 08-31-94 8:00a POUR SOG B-A-13-6 Schd 08-30-94 8:00a FIRE R ROUGH P#7 Schd 08-30-94 8:00a ELECTR ROUGH P#7 Schd 08-30-94 8:00a POUR GB16-17 Schd 09-02-94 8:00a MECH ROUGH P#7 Schd 08-31-94 8:00a FIRE R ROUGH P#8 Schd 09-05-94 8:00a ELECT ROUGH P#8 Schd 09-05-94 8:00a MECH ROUGH P#8 Schd 09-06-94 8:00a FORM ELEVTD SLAB P#9 Schd 09-06-94 8:00a POUR ELEVATED P#7 Schd 09-05-94 8:00a REB ELEVATED SLAB P#8 Schd 09-05-94 8:00a POUR ELVATED SLAB P#8 Schd 09-09-94 8:00a BAR WALS REB TIER #2 Schd/Crit 09-05-94 8:00a BAR WALS FORM TIER #2 Schd/Crit 09-06-94 8:00a BAR WALS REB TIER #3 Schd/Crit 09-06-94 8:00a ELECTR ROUGH P#9 Schd 09-13-94 8:00a BAR WALS POUR #2 Schd 09-07-94 8:00a BAR WALS FORM TIER #3 Schd/Crit 09-07-94 8:00a POUR BAR WALS P#3 Schd/Crit 09-07-94 8:00a MECH ROUGH P#9 Schd 09-15-94 8:00a FORM ELVTD SLAB P1/10 Schd 09-14-94 8:00a REB&PT LVTD SLAB P1/10 Schd 09-14-94 8:00a ELECT PERM POW SYS'S Schd 09-14-94 8:00a ELECT: LIGHTS&T OUT Schd 09-14-94 8:00a POUR ELVTD SLAB P#9 Schd 09-19-94 8:00a ELECT ROUGH P#10 Schd 09-16-94 8:00a MECH ROUGH P1/10 Schd 09-19-94 8:00a FIRE R ROUGH P1/10 Schd 09-19-94 8:00a REB BAR WALS TIER #4 Schd/Crit 09-13-94 8:00a BAR WALS FORM TIER #4 Schd/Crit 09-14-94 8:00a POUR BAR WALS #4 Schd/Crit 09-14-94 8:00a ELVATR RAILS&DFRANES Schd 09-06-94 8:00a INSTALL ELEVATORS Schd 09-06-94 8:00a POUR ELVTD SLAB P//la Schd 09-22-94 8:00a FORM STAIR 'A' Schd 09-22-94 8:00a REBAR STAIR 'A' Schd 09-23-94 8:00a MASSONRY ELVTR SHAFT Schd 09-13-94 8:00a FORM STAIR 'B' Schd/Crit 09-14-94 8:00a POUR STAIR 'A' Schd 09-30-94 8:00a REBAR STAIR 'B' Schd/Crit 09-15-94 8:00a HANDRAILS STAIR 'A' Schd 10-03-94 8:00a POUR STAIR 'B' Schd/Crit 09-22-94 8:00a REG DFRAMES FOR MAS Schd 09-22-94 8:00a HANDRAILS STAIR 'B' Schd 09-23-94 8:00a

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Task Report

Heading/Task StatusI

Scheduled Start

FIRE RISER POUR #9 Schd/Crit 09-26-94 8:00a ACRYLIC COADINGS Schd/Crit 09-29-94 8:00a ROOFING SYSTEMS Schd/Crit 09-30-94 8:00a MECHANICAL PUMPS Schd/Crit 10-06-94 8:00a MECH TRIM OUT @ SYS. Schd 10-03-94 8:00a EXCES CONTRL'S GRPHCS Schd/Crit 10-06-94 8:00a SITE CONCRETE Schd/Crit 10-06-94 8:00a SITE LANDSCAPE Schd/Crit 10-06-94 8:00a PROJECT PUNCH LIST Schd/Crit 10-06-94 8:00a PJ INSPCTION'S FINALS Schd 10-11-94 8:00a PROJECT TURNOVER Schd/Crit 10-20-94 8:00a

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Heading/Task Scheduled Finish

MD4.PJ 10-20-94 5:00p Site Compact 05-16-94 5:00p Construct Rebar Piers 05-30-94 5:00p DRILL ' PIERS 'A' 06-01-94 5:00p Drill Piers 11 13" 06-01-94 S:OOp Drill Piers Elect 06-02-94 5:00p Excavate GB C-13--A 06-02-94 S:OOp Drill Piers "B" 06-08-94 5:00p REB DEL GB13-19 06-06-94 5:00p RD GB 23&25 06-08-94 5:00p RD W13-W26 06-10-94 5:00p RD W8-W10 06-10-94 5:00p FOS GB14,15,23,25 06-10-94 5:00p FOS GB13-16 06-08-94 5:00p EXCAVATE GB GB 1-13-A 06-14-94 S:OOp RCB.14,15,23,25,13,16 06-13-94 5:00p FOS W13-19 06-15-94 5:00p DRILL PIERS 'C' 06-15-94 5:00p CFGB14,15,23,25,13,16 06-14-94 5:00p REBAR W13-W19 06-15-94 5:00p SITE EXCAVATION 06-16-94 5:00p PGB 14,15,23,25,13,16 06-15-94 5:00p EXCVT W8 THRU WlO 06-16-94 5:00p SITE COMP. B-A-1-6 06-17-94 5:00p CF W13-W19 06-20-94 5:00p RD Wl-W7 06-17-94 S:OOp RD GB-20,21,22 06-16-94 5:00p EXCVT Wl-W7 06-20-94 5:00p FOS W8-W10 06-20-94 5:00p SITE FILL & COMP C-13 06-21-94 5:00p REBAR W8-W10 06-21-94 5:00p DRILL PIERS 'D' 06-16-94 5:00p PF W13-W19 06-21-94 5:00p COMP FILL SOG ELECT R 06-22-94 5:00p ADJUST FORMS ERP 06-22-94 5:00p REBAR SOG ELECT R 06-23-94 5:00p POUR SOG ELECT R 06-23-94 5:00p CF W8 THRU WlO 06-23-94 5:00p DRILL PIERS ELEVATOR 06-21-94 S:OOp SET ELECT GEAR ER 06-24-94 5:00p POUR WALL W8-W10 06-24-94 5:00p FOS Wl THRU W7 06-28-94 5:00p DRILL ELEVATOR SHAFT 06-27-94 5:00p RD BALANCE OF JOB 06-27-94 5:00p REBAR WALLS W1-W7 06-28-94 5:00p INSTALL MASONRY ER 06-30-94 5:00p CLOSE WALL FORM W1-7 06-30-94 5:00p INSTALL TEMP ROOF ER 06-30-94 5:00p POUR WALL W1-W7 07-01-94 5:00p E R TO SUBCONT 07-01-94 5:00p FOS W20-W26 07-07-94 5:00p


Task Report

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Task Report


REBAR WALLS W20-26 07-08-94 5:00p CLOSE WALLS W20-26 07-13-94 5:00p POUR WALLS W20-26 07-14-94 5:00p FOS GB4-GB1 07-15-94 5:00p REBAR GB4-GB1 07-18-94 5:00p CLOSE FORMS GB4-GB1 07-18-94 5:00p ELECT UNDERGROUND 08-17-94 5:00p MECH UNDERGROUND 08-18-94 5:00p F R R UNDERG 08-18-94 5:00p POUR G54 THRU GB1 07-19-94 5:00p FOS GB23,24,20,21,22 07-21-94 5:00p REB GB23,24,20,21,22 07-22-94 5:00p CF GB23,24,20,21,22 07-26-94 5:00p POUR GB23,24,20,21,22 07-27-94 5:00p INS COMP FILL 1-6-A-B 07-29-94 5:00p E F SOG 1-6-A-B 08-01-94 5:00p REB SOG 1-6-A-B 08-01-94 5:00p FOS GB5-GB13 08-08-94 5:00p INS COMP FIL A-B-1-13 08-09-94 5:00p POUR SOG 1-6-A-B 08-02-94 5:00p REBAR GB5-GB13 08-10-94 5:00p FORM ELEV SLAB P5 08-10-94 5:00p REB PT ELEV SLAB P5 08-11-94 5:00p CLOSE FORMS GB5-13 08-18-94 5:00p E F SOG C-B-1-6 08-17-94 5:00p MECH ROUGH P5 08-10-94 5:00p FIRE R ROUGH P5 08-10-94 5:00p ELECTR ROUGH P5 08-11-94 5:00p INS COMP FIL A-B-13-6 08-18-94 5:00p REBAR SOG C-B-1-6 08-19-94 5:00p E F SOG C-B-6-10 08-19-94 5:00p POUR SOG C-B-1-6 08-22-94 5:00p REB SOG C-B-6-10 08-24-94 5:00p POUR ELEV SLAB P5 08-19-94 5:00p POUR GB5-GB13 08-19-94 5:00p EDGE FORMS C-B-10-13 08-24-94 5:00p REBAR C-B-10-13 08-24-94 5:00p FOS ELEVATOR GRADE 08-24-94 5:00p BAR WALS REB TIER#1 09-01-94 5:00p REB GB AT ELEVATOR 08-24-94 5:00p POUR SOG C-B-6-10 08-25-94 5:00p BAR WALS FORM TIER#i 09-02-94 5:00p BAR WALS POUR #1 09-02-94 5:00p FORM ELEVATED P7 09-01-94 5:00p REB&PT ELEVTD SLAB P7 09-02-94 5:00p POUR C-B-10-13 08-25-94 5:00p E F SOG B-A-13-6 08-26-94 5:00p C GB F AT ELEVATOR 08-29-94 5:00p FIRE R ROUGH P#6 08-30-94 5:00p ELECTR ROUGH P#6 08-31-94 5:00p F ELEVTD SLAB P#8 09-05-94 5:00p

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Task Report

•


REB GB 16-17 08-29-94 5:00p REB SOG B-A-13-6 08-30-94 5:00p MECH ROUGH P#6 08-31-94 5:00p REB&PT ELVTD SLAB P#6 09-05-94 5:00p POUR GB'S AT ELEVATOR 08-30-94 5:00p FOS GB16-GB17 08-30-94 5:00p CLOSE GB16-GB17 09-01-94 5:00p POUR SOG B-A-13-6 08-30-94 5:00p FIRE R ROUGH P#7 09-01-94 5:00p ELECTR ROUGH P#7 09-02-94 5:00p POUR GB16-17 09-02-94 5:00p MECH ROUGH P#7 09-02-94 5:00p FIRE R ROUGH P#8 09-07-94 5:00p ELECT ROUGH P#8 09-08-94 5:00p NECH ROUGH P#8 09-08-94 5:00p FORM ELEVTD SLAB P#9 09-13-94 5:00p POUR ELEVATED P#7 09-05-94 5:00p REB ELEVATED SLAB P#8 09-12-94 5:00p POUR ELVATED SLAB P#8 09-09-94 5:00p BAR WALS REB TIER #2 09-14-94 5:00p BAR WALS FORM TIER #2 09-15-94 5:00p BAR WALS REB TIER #3 09-15-94 5:00p ELECTR ROUGH P#9 09-16-94 5:00p BAR WALS POUR #2 09-16-94 5:00p BAR WALS FORM TIER #3 09-16-94 5:00p POUR BAR WALS P#3 09-16-94 5:00p MECH ROUGH P#9 09-19-94 5:00p FORM ELVTD SLAB P#10 09-21-94 5:00p REB&PT LVTD SLAB P#10 09-21-94 5:00p ELECT PERK POW SYS'S 10-11-94 5:00p ELECT: LIGHTS&T OUT 10-11-94 5:00p POUR ELVTD SLAB P#9 09-19-94 5:00p ELECT ROUGH P1/10 09-21-94 5:00p MECH ROUGH P#10 09-21-94 5:00p FIRE R ROUGH P1/10 09-21-94 5:00p REB BAR WALS TIER #4 09-22-94 5:00p BAR WALS FORM TIER #4 09-23-94 5:00p POUR BAR WALS #4 09-23-94 5:00p ELVATR RAILS&DFRANES 10-17-94 5:00p INSTALL ELEVATORS 10-17-94 5:00p POUR ELVTD SLAB P1/10 09-22-94 5:00p FORM STAIR 'A' 09-28-94 5:00p REBAR STAIR 'A' 09-29-94 5:00p MASSONRY ELVTR SHAFT 09-26-94 5:00p FORM STAIR 'B' 09-20-94 5:00p POUR STAIR 'A' 09-30-94 5:00p REBAR STAIR 'B' 09-21-94 5:00p HANDRAILS STAIR 'A' 10-04-94 5:00p POUR STAIR 'B' 09-22-94 5:00p REG DFRAMES FOR MAS 09-26-94 5:00p HANDRAILS STAIR 'B' 09-26-94 5:00p

A-7

Page 8 ( 2, 4) Project: MD4.PJ Revision: 10 I Compare Dates 05-04-94 7:08p

Task Report

SHeading/Task Scheduled

Finish

FIRE RISER POUR #9 09-28-94 5:00p ACRYLIC COADINGS 10-12-94 5:00p ROOFING SYSTEMS 10-04-94 5:00p MECHANICAL PUMPS 10-10-94 5:00p MECH TRIM OUT @ SYS. 10-07-94 5:00p EXCES CONTRL'S GRPHCS 10-12-94 5:00p SITE CONCRETE 10-19-94 5:00p SITE LANDSCAPE 10-19-94 5:00p PROJECT PUNCH LIST 10-19-94 5:00p PJ INSPCTION'S FINALS 10-11-94 5:00p PROJECT TURNOVER 10-20-94 5:00p

A-8

Page 9 ( 3, 1) Project: MD4.PJ Revision: 10 S Compare Dates 05-04-94 7:08p

Task Report

SHeading/Task Description

MD4.PJ The Moncrief Radiation Center Parking Garage Site Compact Site Compaction A-B-6-13 Construct Rebar Piers Construct rebar pier cages DRILL PIERS 'A' Drill Piers "A" line 17 each Drill Piers 11 13" Drill Piers 11 13" line 6each Drill Piers Elect Drill piers elect room 2 each Excavate GB C-13-A excavate grade beam C-13-A Drill Piers "B" line 13 each REB DEL GB13-19 Rebar Delve GB13-GB19 RD GB 23&25 Reabr delv gb23&25 RD W13-W26 rebar delve w13-w16 RD W8-W10 rebar delve w8-w10 FOS GB14,15,23,25 FORM ONE SIDE GB14,15,23,25 FOS GB13-16 FORM ONE SIDE GB13-16 EXCAVATE GB GB 1-13-A RGB.14,15,23,25,13,16 REBARGB 14,15,23,25,13,16 FOS W13-19 FORM ONE SIDE W13-W19 DRILL PIERS 'C' DRILL PIERS 'C' LINE BEAN CFGB14,15,23,25,13,16 CLOSE FORMS REBAR W13-W19 SITE EXCAVATION PGB 14,15,23,25,13,16 POUR CONCRETE EXCVT W8 THRU WlO EXCAVATE W8 THROUGH WlO SITE' COMP. B-A-1-6 SITE COMPACTION B-A-1-6 CF W13-W19 CLOSE FORMS RD W1-W7 REBAR DELVE RD GB-20,21,22 REBAR DELVE EXCVT W1-W7 EXCAVATE FOS W8-W10 FORM ONE SIDE W8 THROUGH W10 SITE FILL & COMP C-13 SITE FILL & COMPACTION C-13-A REBAR W8-W10 DRILL PIERS 'D' LINES 6 EACH PF W13-W19 POUR FORMS W13 - W19 COMP FILL SOG ELECT R COKMPACT FILL SLAB ON GROUND ELECTRICAL ROOM ADJUST FORMS ERP ADJUST FORMS ELECT ROOM POUR REBAR SOG ELECT R REBAR SLAB ON GROUND ELECTRICAL ROOM POUR SOG ELECT R POUR SLAB ON GROUND ELECTRICAL ROOM CF W8 THRU WlO CLOSE FORMS W8 THROUGH WlO DRILL PIERS ELEVATOR 14 EACH SET ELECT GEAR ER SET ELECTRICAL GEAR ELECTRICAL ROOM POUR WALL W8-W10 FOS Wl THRU W7 FORM ONE SIDE Wl THROUGH W7

DRILL ELEVATOR SHAFT RD BALANCE OF JOB REBAR DELVE BALANCE OF JOB REBAR WALLS Wl-W7 INSTALL MASONRY ER INSTALL MASSONRY ELECTRICAL ROOM CLOSE WALL FORM W1-7 CLOSE WALL Wi THROUGH W7

INSTALL TEMP ROOF ER INSTALL TEMPORARY ROOF ELECTRICAL ROOM POUR WALL Wl-W7 E R TO SUBCONT ELECTRICAL ROOM TO SUBCONTRACTOR FOS W20-W26 FORM ONE SIDE W20 THROUGH W26

A-9



Task Report

SHeading/Task Description

REBAR WALLS W20-26 CLOSE WALLS W20-26 POUR WALLS W20-26 FOS GB4-GB1 FORM ONE SIDE GB4 THROUGH GB1 REBAR GB4-GB1 CLOSE FORMS GB4-GB1 ELECT UNDERGROUND ELECTRICAL UNDERGROUND MECH UNDERGROUND MECHANICAL UNDERGROUND F R R UNDERG FIRE RISER ROUGH UNDERGROUND POUR GB4 THRU GB1 FOSGB23,24,20,21,22 FORM ONE SIDE GB23,24,20,21,22 REBGB23,24,20,21,22 REBARGB23,24,20,21,22 CFGB23,24,20,21,22 CLOSE FORMS GB23,24,20,21,22 POUR GB23,24,20,21,22 INS COMP FILL 1-6-A-B INSTALL COMPACT FILL E F SOG 1-6-A-B EDGE FORMS SLAB ON GROUND 1-6-A-B REB SOG 1-6-A-B REBAR SLAB ON GROUND 1-6-A-B FOS GB5-GB13 FORM ONE SIDE INS COMP FIL A-B-1-13 INSTALL COMPACT FILL POUR SOG 1-6-A-B POUR SLAB ON GROUND REBAR GB5-GB13 FORM ELEV SLAB PS FORM ELEVATED SLAB POUR #5 R'EB PT ELEV SLAB P5 REBAR PT ELEVATED SLAB POUR #5 CLOSE FORMS GB5-13 E F SOG C-B-1-6 EDGE FORMS SLAB ON GROUND MECH ROUGH P5 MECHANICAL ROUGH POUR #5 FIRE R ROUGH P5 FIRE RISER ROUGH POUR #5 ELECTR ROUGH P5 ELECTRICAL ROUGH POUR #5 INS COMP FIL A-B-13-6 INSTALL COMPACT FILL REBAR SOG C-B-1-6 REBAR SLAB ON GROUND E F SOG C-B-6-10 EDGE FORMS SLAB ON GROUND POUR SOG C-B-1-6 POUR SLAB ON GROUND REB SOG C-B-6-10 REBAR SLAB ON GROUND POUR ELEV SLAB P5 POUR ELEVATED SLAB POUR #5 POUR GB5-GB13 EDGE FORMS C-B-10-13 REBAR C-B-10-13 FOS ELEVATOR GRADE FORM ONE SIDE ELEVATOR GRADE BAR WALS REB TIER#1 BARRIER WALLS REBAR TIER #1 REB GB AT ELEVATOR REBAR GRADE BEANS AT ELEVATOR POUR SOG C-B-6-10 BAR WALS FORM TIER#1 BARRIER WALLS FORM TIER #1 BAR WALS POUR #1 FORM ELEVATED P7 REB&PT ELEVTD SLAB P7 POUR C-B-10-13 E F SOG B-A-13-6 EDGE FORMS SLAB ON GROUND C GB F AT ELEVATOR CLOSE GRADE BEAN FORMS AT ELEVATEOR FIRE R ROUGH P#6 ELECTR ROUGH P#6 F ELEVTD SLAB P#8 FORM ELEVATED SLAB POUR #8

A-10

Compare Dates 05-04-94 7:08p


Task Report

Heading/Task Description

REB GB 16-17 REB SOG B-A-13-6 MECH ROUGH P#6 REB&PT ELVTD SLAB P#6 REBAR & PT ELEVATED SLAB POUR #6 POUR GB'S AT ELEVATOR FOS GB16-GB17 FORM ONE SIDE CLOSE GB16-GB17 POUR SOG B-A-13-6 FIRE R ROUGH P#7 ELECTR ROUGH P#7 POUR GB16-17 MECH ROUGH P#7 FIRE R ROUGH P#8 ELECT ROUGH P#8 MECH ROUGH P#8 FORM ELEVTD SLAB P#9 POUR ELEVATED P#7 REB ELEVATED SLAB P#8 POUR ELVATED SLAB P#8 BAR WALS REB TIER #2 BARRIER WALLS REBAR TIER #2 BAR WALS FORM TIER #2 BAR WALS REB TIER #3 ELECTR ROUGH P#9 BAR WALS POUR #2 BAR WALS FORM TIER #3 POUR BAR WALS P#3 MECH ROUGH P1/9 FORM ELVTD SLAB P1/10 REB&PT LVTD SLAB P#10 REBAR & PT ELEVATED SLAB POUR #10 ELECT PERM POW SYS'S ELECTRICAL PERMANENT POWER SYSTEM'S ELECT: LIGHTS&T OUT ELECTRICAL: LIGHTS & TRIM OUT POUR ELVTD SLAB P#9 ELECT ROUGH P#10 MECH ROUGH P#10 FIRE R ROUGH P#10 REB BAR WALS TIER #4 BAR WALS FORM TIER #4 POUR BAR WALS #4 ELVATR RAILS&DFRANES ELEVATOR RAILS AND DOOR FRAMES INSTALL ELEVATORS POUR ELVTD SLAB P#10 FORM STAIR 'A' REBAR STAIR 'A' MASSONRY ELVTR SHAFT FORM STAIR 'B' POUR STAIR 'A' REBAR STAIR 'B' HANDRAILS STAIR 'A' POUR STAIR 'B' REG DFRANES FOR MAS REGULAR DOOR FRAMES FOR MASSONRY HANDRAILS STAIR 'B'

A-il



Task Report

Heading/Task Description

FIRE RISER POUR #9 ACRYLIC COADINGS ROOFING SYSTEMS MECHANICAL PUMPS MECH TRIM OUT @ SYS. EXCES CONTRL'S GRPHCS EXCESS CONTROL'S GRAPHICS SITE CONCRETE SITE LANDSCAPE PROJECT PUNCH LIST PJ INSPCTION'S FINALS PROJECT INSPECTION'S FINALS PROJECT TURNOVER

A-12

Appendix A Task Report: Moncrief Parking Garage

ID Name Duration Scheduled Start I Scheduled Finish Predecessors 1 SITE COMPACTION A-B-6-1

CONSTRUCT REBAR PIER C DRILLPIERS"ALINE l7ea

1 d 9d 6d i

5/16/94 8:00am 5/16/94 5:00pm 5/1 8/94 8:00am 5/30/94 5:00pm 11 FS+ld 5/25/948:00am 6/1/945:00pm 2SS+5d

2 3 4 DRILLPIERS'13" LINE6ea

DRILL PIERS ELECT ROOM ; EXCAVATE GRADE BEAM C DRILLPIERS'B'LINE l3ea REBAR DELV. GB13-GB19 REBAR DELV. GB23 & 25

id id id 5d id

• id

6/1/948:OOam 6/2/94 8:00am 6/2/94 8:00am 6/2/948:00am 6/6/94 8:00am 6/8/94 8:00am

6/1/945:00pm 3FF 6/2/94 5:00pm4 6 94 /2/ 5:00pm 5SS 6/8/945:00pm 3 6/6/94 5:00pm 6FS+ld 6/8/94 5:00pm , 8SS+2d

5 6 7 8 9 10 REBAR DELV. W13-W26 id 6/10/94 8:00am 6/10/94 5:00pm 9FS+1d 11 REBARDELV. W8-W10

FORM ONE SIDE GB'idid

6/10/94 8:00am 6/10/94 8:00am 6/10/94

6/10/94 5:00pm 6/10/94 5:00pm

11OSS 8FS+1d,9F5+1d 12

13 FORM ONE SIDE GB1 3-16 Id i 6/8/94 8:00am 6/8/94 5:00pm 8FS+1 d 14 EXCAVATE GRADE BEAM 1-

RE BAR GB14,1523,25,13,163d id .

6/10/94 8:00am 6/13/94 8:00am 6/13/94 5:00pm

6/14/94 5:00pm,6FS+3d,12SS,1: 12,13 15

16 FORM ONE SIDE W 3-Wi g 3d 6/13/94 8:00am 6/15/94 5:00pm • 10 17 DRILL PIERS "C" LINE BEAM

...5d d..

6/9/94 8:00am

?1!..!.:9.9 m.............

6/15/94 5:00pm 6/14/94 5:00pm

7 -. i 15 18

19 REBAR Wi 3-Wi 9 2d 6/14/94 8:00am 6/15/94 5:00pm 1 OFS+1 d,l 8SS 20 SITE EXCAVATION 3d 6/14/94 8:00am 6/1 6/94 5:00pm 18SS 21 POUR GB14,15,23,25,13,16

EXCAVATE W8 THROUGH Vi SITE COMPACTION B-A-1-6 CLOSE FORMS W13-W19

id 2d i 3d i 3d

6/15/94 8:00am 6/15/94 8:00am 6/15/94 8:00am 6/16/94 8:00am

6/15/94 5:00pm 6/16/94 5:00pm 6/17/94 5:00pm 6/20/94 5:00pm

18 20SS+1d,11SS4 22SS 19

22 23 24 25 REBAR DELV. W1-W .7

REBAR DELV. GB-20,21,22 :: ld id . 6/17/94 8:00am

6/16/94 8:00am6/17/94 5:00pm 6/16/94 5:00pm

22 i 8FS+5d,21 26

27 EXCAVCATE W1-W7 2d 6/17/94 8:00am 6/20/94 5:00pm 25SS 28 FORM ONE SIDE W8THROL, 2d 6/17/948:00am 6/20/945:00pm 22 29 SITE FILL AND COMPACTION 3d 6/17/94 8:00am 6/21/94 5:00pm 28SS 30 REBAR W8 THROUGH W10 2d 1 6/20/94 8:00am 6/21/94 5:00pm 27SS+1d,22 31 DRILL PIERS "D" LINES 6ea 1 d 6/1 6/94 8:00am 6/16/94 5:00pm 17 32 POUR FORMS Wi 3-Wi g

COMPACT FILL 5:9..G...ELEC .id id .

6/21/94 8:00am 6/21/94 5:00pm 24 29S5+3d 33

34 ADJUST FORMS ELECT RO( REBAR S.O.G. ELECT ROOI\

id id

6/22/94 8:00am 6/23/94 8:00am

6/22/94 5:00pm 6/23/94 5:00pm

33SS 34,33 35

36 POUR S.O.G. ELECT ROOM CLOSE FORMS W8 THROUC

1 d 2d

6/23/94 8:00am 6/22/94 8:00am

6/23/94 5:00pm 6/23/94 5:00pm

35SS33,34 30 37

38 DRILL PIERS ELEVATOR 14 1 SET ELECT. GEAR ELECT R

3d id

6/17/94 8:00am 6/24/94 8:00am

6/21/94 5:00pm 6/24/94 5:00pm

31 35,36 39

40 POUR WALL W8 THROUGH FORM ONE SIDE Wi THROI DRILL ELEVATOR FT SHA

id 6/24/94 8:00am 6/24/94 5:00pm 3d 6/24/94 8:00am 6/28/94 5:00pm id 6/27/94 8:00am 6/27/94 5:00pm

37 27FS+3d,25FS+ 38FF+4d

41 42 43 REBAR DELV. BALANCE OF

WLS Wi THROUG REBARAL INSTALL MASSONRY ELEC1 CLOSE WALL FORM Wi THI

id 6/27/94 8:00am 6/27/94 5:00pm 2d 6/27/94 8:00am 6/28/94 5:00pm 4d 6/27/94 8 OOam 6/30/94 5 OOpm 2d 6/29/94 8:00am 6/30/94 5:00pm

42SS i 41 FF

39 44

44 45 46

D.Sylvester J.Thompson

B—i


ID Name Duration Scheduled Start I Scheduled Finish I Predecessors 47 INSTALL TEMPORARY ROOl 1 d 6/30/94 8:00am 6/30/94 5:00pm j 45SS+3d

POURWALL Wi THROUGH id 7/1/94 8:00am 7/1/94 5:00pm 46 ELECTROOMTOSUBCONT id 7/1/948:00am i 7/1/945:00pm 47 FORM ONE SIDE W20 THRO 4d 7/4/94 8:00am 7/7/94 5:00pm 49 REBAR WALLS W20 THROU 4d 7/5/94 8:00am 7/8/94 5:00pm 50SS+1d CLOSE WALLS W20 THROUI 4d 7/8/94 8:00am 7/13/94 5:00pm 50 ]POUR WALLS W20 THROU( id 7/14/94 8:00am 7/14/94 5:00pm 52 FORMONESIDEGB4THRO id 7/15/948:00am 7/15/945:OOpm 53 REBAR G134 THROUGH GB1 id :: 7/18/94 8:00am 7/18/94 5:00pm 54 CLOSE FORMS GB4 THROU id 7/-1-8/-94--8-: - 00 - am 7/18/94 5:00pm 55FF ELECTRICAL UNDERGROUP 23d 7/18/94 8:00am 8/17/94 5:00pm 56SS MECHANICAL UNDERGROU 24d 7/18/94 8:00am 8/18/94 5:00pm 57SS FIRE RISER ROUGH UNDER 24d 1 7/18/94 8:00am 8/18/94 5:00pm 57SS,58SS POUR GB4THRUGB1 id 7/19/948:00am 7/19/945:00pm 56 FORM 1 SIDE GB2324,2021 . 2d 7/20/94 8:00am 7/21/94 5:00pm 60 REBAR GB23,24,2021 22 2d 7/21/94 8:00am 7/22/94 5:00pm 61SS+1d CLOSE FORMS GB23,24,20, 2d 7/25/94 8:00am 7/26/94 5:00pm 62 POUR GB23,24,20,2i ,.?2 ... .. m' ........................................?79..........?.i92 3 .1............................ INSTALL COMPACT FILL 1-6 :: 3d 7/27/94 8 OOam 7/29/94 5 OOpm 64SS 63 EDGE FORMS SOG 1-6-A-B 2d 7/29/94 8:00am 8/1/94 5:00pm 65SS+2d

----------------REBARSOG 1-6-A-B 2d 7/29/94 8:00am 8/1/94 5:00 pm 66FF FORM 1 SIDE GB5 THRU GB 6d 8/1/94 8:00am 8/8/94 5:00pm 65 INSTALL COMPACT FILL A-E 7d -----------------------------------------------8/1/94 8:00am 8/9/94 5:00pm 65 POUR SOG 1-6-A-B id 8/2/94 8:00am 8/2/94 5:00pm 67 REBAR GB5 THRU GB13 6d 8/3/94 8:00am 8/10/94 5:00pm 1 68SS+2d FORM ELEVATED SLAB POU 6d 8/3/94 8:00am : 8/10/94 5:00pm 70 REBAR P.T.EEVATED SLAB 6d 8/4/94 8:00am 8/11/94 5:00pm 72SS+1d CLOSE FORM GB5 THRU GE 6d 8/11/94 8:00am 8/18/94 5:00pm 71 EDGE FORMS SOG C-B-1-6 2d 8/16/94 8:00am , 8/17/94 5:00pm 745S+3d MECHANICAL ROUGH POUF 3d 8/8/94 8:00am 1 8/10/94 5:00pm 72SS+3d FIRE RISER ROUGH POUR 3d 8/8/94 8:00am 8/10/94 5:00pm 76SS,72SS-1-3d ELECTR. ROUGH POUR #5 4d' 8/8/94 8:00am 8/11/94 5:00pm 76SS,77SS,72S INSTALL COMPACT FILL A-E' 7d8/10/94 8:00am 8/18/94 5:00pm j 69 REBARSOG9:E:1:6 9.9P!! 7 ............................ EDGE FORMS SOG C-B-6-1C 2d 8/18/94 8:00am 8/19/94 5:00pm 75 POUR SOG C-B-1-6 id 8/22/94 8:00am ' 8/22/94 5:00pm 80 REBAR SOG C-B-6-1 0 .3d 8/22/94 8:00am ' 8/24/94 5:00pm 81 POUR ELEVATED SLAB POI :: id 8/19/94 8:00am 8/19/94 5:00pm ...FS+5d POUR GB5THRUGB13 id 8/19/948:00am i 8/19/945:00pm 79 EDGE FORMS C-B-10-13 2d 8/23/94 8:00am 8/24/94 5:00pm 81F5+ld REBAR C-B-1 0-13 2d 8/23/94 8:00am 8/24/94 5:00pm .................86SS

FORM ..P T9.ftG................... d .8/22/94 8:00am . BARRIER WALLS REBAR TIE 8d . 8/23/94 8:00am , 9/1/94 5:00pm i 87SS REBAR GRADE BEAMS AT E id 8/24/94 8:00am 8/24/94 5:00pm 89SS+1d POUR SOG C-B-6-10 id 8/25/94 8:00am 8/25/94 5:00pm 83 BARRIER WALLS FORM TIEI 8d 8/24/94 8:00am 9/2/94 5:00pm 89SS+ld

48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 8081 82 83 84 85 86 87 88 89 90 91 92


B-2


ID Name Duration Scheduled Start I Scheduled Finish Predecessors 93 BARRIER WALLS POUR #1 1 8d 8/24/94 8:00am 9/2/94 5:00pm 92SS,89SS+ld

FORM ELEVATED POUR #7 6d 8/25/94 8:00am 1 9/1/94 00prn 1 93SS+1d 94 95 REBAR & P.T. ELEVATED SL 6d

POUR C-B-10-13 id EDGE FORMS SOG B-A-13-€ 2d CLOSE GB FORMS AT ELEVI 3d 1 FIRE RISER ROUGH POUR i 3d ELECTRICAL ROUGH POUR 4d FORM ELEVATED SLAB P01 6d REBAR GRADE BEAM 16-17 2d REBA R SOG B-A-i 3-6 2d MECHANIOCAL ROUGH 3d REBAR & P.T. ELEVATED SL :: Sd POUR GBS AT ELEVATOR id

8/26/94 8:00am /25/94 8:00am i

8/25/94 8:00am 8/25/94 8:00am 8/26/94 8:00am 8/26/94 8:00am 8/29/94 8:00am 8/26/94 8:00am 8/29/94 8:00am 8/29/94 8:00am 8/29/94 8:00am 8/30/94 8:00am

9/2/94 5:00pm 94SS+ld 8/25/945:00pm 87 8/26/94 5:00pm 86 8/29/94 5:00pm 90 8/30/94 5:00pm 91 8/31/94 5:00pm 99SS

9/5/94 5:00pm 94SS+2d 8/29/94 5:00pm 98SS+1d 8/30/94 5:00pm 97 8/31/94 5:00pm 99SS+1d,i00S 9/5/94 5:00pm 104SS

8/30/94 5:00pm 98

96 97 98 99 100 101 102 103 104 105 106 107 FORM ..SIDE GB16 THRU G 2d 8/29/94 8:00am 1 8/30/94 5:00pm 102SS+ld 108 6LOSEG616-17

POUR SOG B-A-i 3* -6 FIRE RISER ROUGH POUR

2did 3d

8/31/948:00am 8/30/94 8:00am 8/30/94 8:00am

9/1/945:00pm 8/30/94 5:00pm

9/1/94 5:00pm

107 97FS+1d 94SS+3d -

109110 111 ELECTRICAL ROUGH POUR

POUR GRADE BEAM 16-17 MECHANICAL ROUGH POUF

4d 8/30/94 8:00am id 9/2/94 8:00am 3d 8/31/94 8:00am

9/2/94 5:00pm 9/2/94 5:00pm i 9/2/94 5:00pm

110SS 108 1 1OSS+ld,1 11 S

112 113 114 FIRE RISER ROUGH POUR si

ELECTRICAL ROUGH POUR3d•4d

9/5/94 8:00am9/5/94 8:00am

9/7/94 00pm 1109/8/94 5:00pm

1SS+5d 1 14SS 115

116 MECHANICAL ROUGH POUF 3d- 9/6/94 8:00am 9/8/94 5:00pm 1 14SS+1d,1 15S 117 FORM ELEVATED SLAB P01

POUR ELEVATED POUR #7 REBAR ELEVATED SLAB PC POUR ELEVATED SLAB P01

6d id 6d id

9/6/94 8:00am 9/5/94 8:00am 9/5/94 8:00am 9/9/94 8:00am

9/13/94 5:00pm 9/5/94 5:00pm

9/12/94 5:00pm 9/9/94 5:00pm

101 113 1 18SS 116

118 119 120 121 BARRIER WALLS REBAR TIE 8d 9/5/94 8:00am 9/14/94 5:00pm 92 122 BARRIER WALLS FORM TIEI

BARRIER WALLS REBAR TIE I ELECTRICAL ROUGH POUR BARRIER WALLS POUR #2 ::

BARRIER WALLS FORMS TI!

8d 9"/-6,"/*/6/94 8:00am 8d 9/6/94 8:00am 4d 9/13/94 8:00am 8d 9/7/94 8:00am 8d 9/7/94 8:00am

9/15/94 5:00pm 9/15/94 5:00pm j 9/16/94 5:00pm 9/16/94 5:00pm 9/1 6/94 5:00pm

121SS+ld 122SS 119 122SS+1d 123SS+id

123 124 125 126 127 POUR BARRIER WALLS P01

MECHANICAL ROUGH POUF8d 3d

9/7/94 8:00am 9/15/94 8:00am

9/16/94 5:00pm 9/19/94 5:00pm

126SS 124SS+2d 128

129 FOR M ELEV ATED SLAB P01 REBAR & PT. ELEVATED -S' L 6d

9/14/94 8:00am 9/14/94 8:00am

9/21/94 5:00pm 1117 9/21/94 5:00pm 129SS 130

131 ELECTRICAL PERM. POWEF 20d 9/14/94 8:00am 10/11/94 5:00pm 117 132 ELECTRICAL: LIGHTS & TRII

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131 SS 1 28SS+2d133

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REBAR BARRIER WALLS TIE BARRIER WALLS FORMS III

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9/19/94 8:00am 9/13/94 8:00am 9/14/94 8:00am i

9/21/94 5:00pm I 9/22/94 5:00pm 9/23/94 5:00pm

135SS,134SS+1 127SS+4d 137SS+id

137 138


3-3


ID Name I Duration Scheduled Start I Scheduled Finish 139 POUR BARRIER WALLS #4::

ELEVATOR RAILS AND DOG INSTALL ELEVATORS POUR ELEVATED SLAB P01 FORM STAIR 'A" REBAR STAIR "A" MASSONRY ELEVATOR SW

8d 9/14/94 8:00am 9/23/94 5:00pm 30d 9/6/94 8:00am . ..0/17/94 5:00pm 30d i 9/6/94 8:00am 10/17/94 5:00pm id9/22/94 8:00am ..9/22/94 5:00pm 5d 9/22/94 8:00am . 9/28/94 5:00pm 5d9/23/94 8:00am 9/29/94 5:00pm

lOd 9/13/94 8:00am 9/26/94 5:00pm

140 141 142 143 144 145 146 FORM STAIR "B'

P61jR STAIR "A" REBAR STAIR "B'HANDRAILS STAIR "A" POUR STAIR "B"

5d id 5d 2d ld

9/14/94 8:00am i 9/30/94 8:00am 9/15/948:00am 10/3/94 8:00am i 9/22/94 8:00am

9/20/94 5:00pm 9/30/94 5:00pm 9/21/945:00pm 10/4/94 5:00pm 9/22/94 5:00pm

147148 149 150 151 REGULAR DOOR FRAMES F 3d 9/22/94 8:00am 9/26/94 5:00pm 152 HANDRAILS FOR STAIR "B"

FIRE RISER POUR #92d3d

9/23/94 8:00am 9/26/94 8:00am

9/26/94 5:00pm 9/28/94 5:00pm 153

154 ACRYLIC COADINGS ROOFING SYSTEMSMECHANICAL PUMPS :

lad 3d 3d

9/29/94 8:00am 9/30/94 8:00am 10/6/94 8:00am

10/1 2/94 5:00pm 10/4/94 5:00pm

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SITE CONCRETE5d.

lOd10/6/94 8:00am 10/6/94 8:00am

10/12/94 5:00pm 10/19/94 5:00pm 159

160 SITE LANDSCAPE lad: 10/6/94 8:00am 10/19/94 5:00pm 161 PROJECT PUNCH LIST lad 10/6/94 8:00am 10/19/94 5:00pm

62 162::4P0 *PROJECT INSPECTION'S Fl! . id 10/11/94 8:00am 10/11/94 5:00pm 163 PROJECT TURNOVER id 1 10/20/94 8:00am 10/20/94 5:00om

Predecessors 138SS,137SS+1 118

136 142SS 143SS-1-ld 141 SS+5d 139SS 144 146SS+ld 147 148

'145FF 150 15OFS+ld 153SS+3d 154SS+ld 155FS+ld 155FS+ld 1 57SS, 156SS 158SS,156SS,1 159FF 1 6OSS, 1 59SS 161 SS+3d 161


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- - 18.0009404 - 88411141040 - N00o1l0 - 000010

. . . .

GANTT-1 Project: MPERTLPJ 05-06-94 10:43p Revision: 10

Gantt Chart IBM CA-SuperProject

Unassigned Interrupted Noncritical Critical OM Milestone

GMOTT.1 - 05-94 11:147 PaA985-R11PJ

c06 .4ol8oRrosn04d4 4085-551240813 RRA00 50

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GANTT-1 05-06-94 11:15p Projct: MPERT!.PJ

Critical Gantt Chart IBM CA-SuperProjectevision: 10

Unassigned Interrupted Noncritical Critical CM Milestone

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APPENDIX C CRITICAL GANTT CHART: MONCRIEF PARKING GARAGE

ID Name DurationMay 15 May 22 May 29 June 5 June 12 1 June 19 June 26 July 3 -

5/15 5/22 5/29 6/5 6/12 6/19 6/26 7/3 1 SITE COMPACTION A-B-6-1 id

CONSTRUCT REBAR PIER C 9d

DRILL PIERS "A" LINE 17 ea 6d

DRILL PIERS '13" LINE 6 ea id

DRILL PIERS ELECT ROOM: id

EXCAVATE GRADE BEAM C ::id

REBARDELV.GB13-GB19 id

REBAR DELV. GB23 & 25 id

REBAR DELV. W13-W26 id

REBAR DELV. W8-W10 ld

FORM ONE SIDE GB14,15,2"::id

REBAR G131 4,15,23,25,13,16 : id

CLOSE FORMS GB14,15,23, ld

SITE EXCAVATION 3d

EXCAVATE W8 THROUGH 2d

FORM ONE SIDE .W8THRO(. 2d SITE FILL AND COMPACTIOI 3d

COMPACT FILL S.O.G. ELEC ld

ADJUST FORMS ELECT RO( Id

REBARS.O.G. ELECT ROOK id

POUR S.O.G. ELECT ROOM ld

SET ELECT. GEAR ELECT R id

INSTALL MASSONRY ELEC1 4d

INSTALL TEMPORARY ROOI::id

ELECT ROOM TO SUBCONT::id

FORM ONE SIDE w2OTHR0: 4d CLOSE WALLS W20 THROU' 4d

]POUR WALLS W20 THROUC id

FORM ONE SIDE GB4THRO id

REBARGB4 THROUGH GB1 ld

CLOSE FORMS G84 THROU id

POUR GB4THRUGB1 id

I

I I

I

I

1

I

2

3

4

5

6

8

9

10

11

12

15

18

20

22

28

29

33

34

35

36

39

45

47

49

50

52

53

54

55

56

60

Project: MONCRIEF Date: 5/3/94

Critical Milestone •

Noncritical . Summary

Progress Rolled Up 0 Sylvester Thompson

F-2

tn I

Appendix B

Gantt Chart Monctief Parking Garage

"All Tasks

-

I I

May 15 May 22 1 May 29 1 June 5 1 June 12 1 June 19 1 June 26 1 July 3 1 July 10 1 July 17 1 July

II THT I F I S S I M!THT I F I S S IMI THT I F I S S IM! THT I F I S S I MI T M T I F I S S IMI TMT I F I S S IM I THT I F fr -S IMI THT I F IS SkTHT I F I S SMITMTIFIS SJ4 Ii) Name Duration Scheduled Start Scheduled Fin ish Predecessors

1 SITE COMPACTION A-B-6-1 --

CONSTRUCT REBAR PIER C!

DRILL PIERS A LINE 17 ea

DRILL PIERS 13 LINE 6 ea

1 !

9d!

6d!

10

5/16/948:00am!

51181948:00am!

5/25/94 8:00am

6/1/94 8:00am!

51161945:00pm +-------------------------- I ---------------------

5130/945:00pm!1FS+1d

611/94 5:00pm 2SS+5d

611/94 5:00pm 3FF

• -

2

3

4

5 DRILL PIERS ELECT ROOM: : id! 6121948:00am! 6/21945:00pm4

6 EXCAVATE GRADE BEAM C- id! 6/21948:00am 6/21945:00pm!5SS I

7 DRILL PIERSB LINE I3ea ------------------------------------------------------------------------------

Sd!+------------------------------------------------

612/948:00am! 6/8/945:00pm!3

8 REBARDELV.GB13-GB19

REBAIRDELV. G623&25

id!

Id!

6/6/948:00am!

6/81948:00am!

6/61945:00pmFS.+1d

6181945:00pm!8SS+2d 9

10 REBARDELV.W13-W26 id! 6/10/948:00am! 6/101945:00pm9FS+1d

11 REBAR DELV. W8-W10 --------------------------------------- FORM ONE SIDEGB14,15,2

FORM ONE SIDEGB13-16

EXCAVATE GRADE BEAM 1-

REBARGB14,1523,25,13,16

FORM ONE SIDE W13-W19

DRILL PIERSCLINE BEAM :

CLOSE FORMS GB14,15,23,:

REBARW13-W19

Id! 6/101948:00am! 6/10/945:00pm10SS

id! 6/101948:00am! 6/101945:00pm!8FS+ld,9FS+ld

id! 618/948:00am 618'945:00pm8FS+1d

3d! 6/10/94 8:00am! 6/14/94 5:00pm !6FS+3d,12SS,1:

ld! 6113/948:00am! 6/13f945:00pm! 12,13

3d 6/131948:00am 6/151945:00pm! 10

Sd! 6/9/948:00am! 6/151945:00pm'7

id! 6/14/948:00am!- 6/141945:00pm 15

2d! 6114/948:00am! 6/15(945:00pm10FS+1d,185S

- 12

13

14

15

16

17

18

19

20 SITE EXCAVATION

POIJRGB1415,23,25,13,16

EXCAVATE W8 THROUGH V

3d! 6/14/94 8:00am! 6116194 5:00pm!18SS

id! 61151948.00am! 6/151945:00pm!18

2d 6115194 800am 6/16/94 5:00pm !205S.ld,1 1SS. —

21

22

23 SITE COMPACTION B-A-1-6 3d! 6115/94 8:00am 6/17/94 5:00pm 22SS

24 CLOSE FORMS W13-W19 3d! 6116194 8:00am! 6/20/94 5:00pm!19 .

REBARDELV.W1-W7 id! 6117/948:00am! 6/17/945:00pm!22 : fi 26 REBAR DELV. GB-20,21,22 Id: 6/16/94 8:00am! 6/16/94 5:00pm !8F5,5d,21

27

EXCAVCATE W1 -W7 20! 6/171948:00am! 6/201945:00pm!255S E FORM ONE SIDE W8THROI. 2d: 6/17/948:00am 6120/945:00pm!22

29 SITE FILL AND COMPACTIOI!

REBARW8 THROUGH W1O

DRILL PIERS IY LINES 6ea

3d!

20!

1d

6117/94 8:00am

6/20/94 8:00am

6/16/948:00am

61211945:00pm!28SS

6/21/94 5:00pm!27SS+ld,22

6/161945:00pm17

30

31

32 POUR FORMS W13-W19

COMPACT FILL S 0G. ELEC!

ADJUST FORMS ELECT RO(!

ld!

10

Id:

6/21/948:00am!

6/22/94 8:00am

6122/948:00ami

6/21/945:00pm24

6/22/94 5:00pm 295S+3d

6/221945:00pm!33SS U

33

34

35 REBARS.O.G. ELECT ROOK : Id: 6/23/948:OOam! 6I231945:00pm34.33

36 POUR S.O.G. ELECT ROOM ld! 6/23/94 8:00am 6123194 5:00pm 35SS,3334 -

37

-CLOSE FORMS W8 THROUC! 2d!

+--------------------------I--------------------6/22194 8:00am! 6/23/94 5:00pm 30

38 DRILL PIERS ELEVATOR 14 3d 6117/948:00am! 6121/945:00pm31

39 SET ELECT. GEAR ELECT R!

POUR WALL W8THROUGH!

ld!

id!

6/24/94800am!

6/24/948:00am!

6/241945:00pm!35,36

6/241945:00pm!37

•

40

41 FORM ONE SIDE WI THROL 3d! 6124194 8:00am 6/28/94 5:00pm 27FSi-3d,25FS+ - +-------------------------- I---------------------

42-

DRILL ELEVATOR SHAFT id 6/27/94 8:00am 6/27/94 5:00pm 38FF+4d

Project: -T MONCRIEF Critical Noncritical B Progress Milestone • Summary WmOmO00081111111 Rolled Up <> Date: 5/4/94

- Sylvester Thompson

':

,aaaT,IUCT4a:

- —

S

I -=

-__

F-i

. 0 0 0 . .

PERT 1Page 89 (9, 1)

05-06-94 10:37pProject: MPERT! .PJ

PERT Chart IBM CA-SuperProjectRevision: 10

114 FIRE

101

09-0 F ELEVTD SLAB P#8

6dy 08-29-94 09-05-94

090 1098 REB GB AT ELEVATOR IC GB FAT ELEVATOR

ldy 3dy 08-24-94 08-24-94 108-25-94 08-29-94

102 1107 REB GB 16-17 IFOS GB16-GBI7

2dy 2dy 08-26-94 08-29-94 108-29-94 08-30-94

108 CLO

08-3

L_ w

089 BAR WALS REB TIER#1

•1 8dy 1 08-23-94 09-01-94

106 POUR GB'S AT ELEVATO

idy 08-30-94 08-30-94

093 094 BAR WALS POUR #1 FORM ELEVATED P7

8dy 6dy 08-24-94 09-02-94 08-25-94 09-01-94

1092 J BAR WALS FORM TIER#1

8dy ci 08-24-94 09-02-94

Crit NonCr Task box : LIII : Crit link Heading box : ED : ED Noncrit link Milestone box : ID : ED Subproject box : :

117 FORI

09-0

110 111 FIRE R ROUGH P#7 J

3dyELEC

:ij 08-30-94 09-01-94 08-3

_______. . ____._______ . ... 0

. . S S S S •

NJ

Appendix D PERT Chart: Moncrief Parking Garage

19 2d

6/14/94 6115/94

RDELV. GB23&

CLOSE FORMS

Id W13-W19

6/8/94. 24 3d

6/10/9

REBAR

6/16/94 6/20/94 ATION

3d

E6/16/94

ONE SIDE .

IldON

CLOSE FORMS


DELV.W13-W26

10 Id

6/10/946/10/94

POUR FORMS Wi 3-Wig

32 id

6/21/94 6/21/94

25,13,16

E

ld

6/13/94

OUTLINE Project: MD4.PJ

05-04-94 9:22p Revision: 11

Resource Outline Report

Resource/Task Schd Dur

Task ID

Scheduled Start

Scheduled Finish

Pri

Sylvester Construct Rebar Piers 9dy 002 05-18-94 8:00a 05-30-94 5:00p 50 DRILL PIERS 'A' 6dy 003 05-25-94 8:00a 06-01-94 5:00p 50

I-1

Page 2 ( 2, 1) OUTLINE Project: MD4.PJ

05-04-94 9:22p Revision: 11

Resource Outline Report

Resource/Task Alloc /Day

Units Assgn

Sched Rsrc Total Hrs

Status

Sylvester 120.00 Construct Rebar Piers 100% 1 72.00 Schd/Crit DRILL PIERS 'A' 100% 1 48.00 Schd/Crit/Cnf

1-2

HISTOGRAM-i Project: MD4.PJ

05-04-94 9:16p Revision: 11

Resource Graph

Resource/Task June 94 Ju 16 23 30 06 13 20 27

II I I I

Sylvester Construct Rebar Piers DRILL PIERS 'A' I H

HrsSylvester 25

-- Hrs Available 20

Regular Hours • Overtime Hrs Llc.j Conflict Hrs

Unassigned Interrupted Noncritical Critical Milestone

1-3

HISTOGRAM-1 Project: MD4.PJ

05-04-94 9:17p Revision: 11

Resource Graph

Resource/Task June 94 Ju

I 16 23 30 06 13 20 27

Sylvester Construct Rebar Piers ______________ DRILL PIERS 'A'

I

I

I

LA

I

I

Ah

SylvesterHrs10 -

-- Hrs Available • Regular Hours li ][gat overtime Hrs N=16 Conflict Hrs 0

Unassigned Interrupted Noncritical Critical EM Milestone

I '-4

Project: MD4.PJ Revision: 11

GANTT- 6 • 05-04-94 9:14p

Resource Effect on Gantt Chart

Task Resource June 94 16 23 30 06 13 20 27

II I I I I

MD4.PJ

Site Compact

LA Construct Rebar Piers

Sylvester__ *

DRILL PIERS 'A' _____ I

LA Sylvester

V AT

Drill Piers 11 13" I

.- Total Float

SNegative Float Baseline Actual

CCO Milestone CM Actual Milestone

S

•-• Free Float Start Delay Unassigned Interrupted

YV Early 4.4 Late Noncritical M Critical Early Milestone CCU Late Milestone

CM Baseline Milestone

1-5

Project: MD4.PJ Revision: 11

. GANTT-6 05-04-94 9:15p

Resource Effect On Gantt Chart

LA

Task Resource June 94 16 23 30 06 13 20 27

II I I I I I

MD4.PJ

Site Compact uI ______

Construct Rebar Piers

Sylvester _____

DRILL PIERS 'A'

Sylvester

Drill Piers 11 13" U

.-. Total Float Negative Float Baseline Actual Milestone Actual Milestone

4-4 Free Float Start Delay Unassigned Interrupted

YV Early kA Late Noncritical Critical

CEO Early Milestone Late Milestone Baseline Milestone

1-6

Appendix E Resource Report: Moncrief Parking Center

ID Name Initials Group Max. Units Std. Rate I Ovt. Rate I Cost/Use 1 Sylvester DBS 1 $10.00/h i $12.00/h $0.00

Thompson JT I $10 00/h $12.00/h:: $000 2 3 4 5 6 7 8 9

10 11 12 13 14 15 16 17 18 19 20 21

Room for more Resource R 1 $0.00/h $0.00/h $0.00

22 23 24 25

Sylvester Thompson

J-1

AppeCix G Resource Qrpn: Morreriot Parking Garage

iy22 May29 Jurw S WTjFI5 SjMjT!WT

II.. .111111. ............ 1111.•- . ............ . ::.:.: . ....... . ... ........ .. ........

16 --- - -- ........ .......... ------ -

I- ......... ..

. 14

.........

12 •- ....................................................X

ii

-

10'rr \ -- I

4 \\•r ' '. ; >

.

:

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0.8 - • 'i: . .. .. r * 4 ?

N I . •:. •: •r •::;

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r <\ \ {__ II ....,

1

. r\ r r

0.4

.... \ .r

,.....................

/ •

.

.....................

\\

• 0.2 ...

f. .> > \ >4. •,

.'

Peak Units:

I I I I 1 1 I I 2 2 2 2 1

Sylvester Overailocoled J Allocated

Sylvester Thompson

May15 May 22 May 29 IQ Name Duration ScerodulodSiarl MITIWITIIS SIMITIWITIFIS SIMITIWITFIS I S I M I 2 CONSTUCTREBAI PIER C 9d. Sit 8494 8:00am

3 DRILL PIERS A LINE 17 80 5425/94 8:00am

J-2

June June JWITIFISSIMTIwI

J-3

Appendix H Resource Graph: MONCRIEF PARKING GARAGE

Effect On Gantt Chart

May 15 May 22 May 29 June 5 MITWTIFISISLMITtWITIFISISIMITNTLFISISIMITWT IF ID Name Duration Scheduled Start

1 id 5/16/94 8:00am

CONSTRUCT REBAR PIER C 9d 5/18/94 8:00am

DRILL PIERS "A" LINE 17 ea 6d 5/25/94 8:00am

DRILL PIERS "13" LINE 6 ea id 6/1/94 8:00am

DRILL PIERS ELECT ROOM: id 612194 8:00am

EXCAVATE GRADE BEAM C id 6/2/94 8:00am

DRILL PIERS "8" LINE 13 ea 5d 6/2/94 8:00am

REBAR DELV. GB13-GB19 ld 6/6/94 8:00am

REBAR DELV. GB23 & 25 id 6/8/94 8:00am

REBAR DELV. W13-W26 id 6/10/94 8:00am

•

—

u

U

u

U

I

2

3

4

5

6

7

8

9

10

Res. -:Over Allocated

May 15 May 22 May 29 June 5 M I T IWI T I F IS S I M I T IWI T I F I S S I M I T '4 T I F IS SIMITIWITIF ID Name Duration Scheduled Start

1 ld 5/16/94 8:00am I

2 CONSTRUCT REBAR PIER C 9d 5/18/94 8:00am —

3 DRILL PIERS "A" LINE 17 ea 6d 5/31/94 8:00am

4 DRILL PIERS "13" LINE 6 ea Id 6/7/94 8:00am I

5 DRILL PIERS ELECT ROOM: 1d:: 6/8/94 8:00am U

6 EXCAVATE GRADE BEAM C 1d 6/8/94 8:00am U

7 DRILL PIERS "B" LINE 13 .ea 5d 6/8/94 8:00am 0

8 REBAR DELV. GB13-G819 id 6/10/94 8:00am

9 REBAR DELV. G823 & 25 id 6/14/94 8:00am

10 REBAR DELV. W13-W26 id 6/16/94 8:00am

Correctly Allocated

Critical Milestone • Project: MONCRIEF

Noncritical Summary

Progress '." ' Rolled Up

Sylvester Thompson

J-4

Date Outline IBM CA-SuperProject

Date Outline 05-06-94 11:18p Project: MPERT!.PJ

Revision: 10

0 0 0

Date Task Resource Schd Task Scheduled Scheduled Dur ID Start Finish

Pri Alloc /Day

Units Assgn


Status

1994Site Compact Idy 001 05-16-94 8:00a 05-16-94 5:00p 50 0.00 Schd/Crit Construct Rebar Piers 9dy 002 05-18-94 8:00a 05-30-94 5:00p 0.00 Schd/Crit DRILL PIERS A 6dy 003 05-25-94 8:00a 06-01-94 5:00p 0.00 Schd/Crit Drill Piers "13" idy 004 06-01-94 8:00a 06-01-94 5:00p 0.00 Schd/Crit Drill Piers Elect idy 005 06-02-94 8:00a 06-02-94 5:00p 0.00 Schd/Crit Excavate GB C-i 3-A Idy 006 06-02-94 8:00a 06-02-94 5:00p 0.00 Schd/Crit Drill Piers "B" 5dy 007 06-02-94 8:00a 06-08-94 5:00p 0.00 Schd REB DEL GB13-19 idy 008 06-06-94 8:00a 06-06-94 5:00p 0.00 Schd/Crit RD GB 23&25 idy 009 06-08-94 8:00a 06-08-94 5:00p 0.00 Schd/Crit RD WI 3-W26 1 dy 010 06-10-94 8:00a 06-10-94 5:00p 0.00 Schd/Crit RD W8-W1 0 1 dy 011 06-10-94 8:00a 06-10-94 5:00p 0.00 Schd/Crit EQS GB14,15,23,25 Idy 012 06-10-94 8:00a 06-10-94 5:00p 0.00 Schd/Crit EQS GB13-16 idy 013 06-08-94 8:00a 06-08-94 5:00p 0.00 Schd EXCAVATE GB GB 1-13-A 3dy 014 06-10-94 8:00a 06-14-94 5:00p 0.00 Schd RGB.14,15,23,25,13,16 idy 015 06-13-94 8:00a 06-13-94 5:00p 0.00 Schd/Crit FOS W13-19 3dy 016 06-13-94 8:00a 06-15-94 5:00p 0.00 Schd DRILL PIERS 'C' 5dy 017 06-09-94 8:00a 06-15-94 5:00p 0.00 Schd CFGB14,15,23,25,13,16 idy 018 06-14-94 8:00a 06-14-94 5:00p 0.00 Schd/Crit REBAR WI 3-WI 9 2dy 019 06-14-94 8:00a 06-15-94 5:00p 0.00 Schd SITE EXCAVATION 3dy 020 06-14-94 8:00a 06-16-94 5:00p 0.00 Schd/Ctit PGB14,15,23,25,13,16 idy 021 06-15-94 8:00a 06-15-94 5:00p 0.00 Schd EXCVT W8 THRU WI 0 2dy 022 06-15-94 8:00a 06-16-94 5:00p 0.00 Schd/Crit SITE COMP. B-A-1-6 3dy 023 06-15-94 8:00a 06-17-94 5:00p 0.00 Schd CE Wi 3-WI 9 3dy 024 06-16-94 8:00a 06-20-94 5:00p 0.00 Schd RD W1-W7 idy 025 06-17-94 8:00a 06-17-94 5:00p 0.00 Schd RD GB-20,21,22 Idy 026 06-16-94 8:00a 06-16-94 5:00p 0.00 Schd EXCVTW1-W7 2dy 027 06-17-94 8:00a 06-20-94 5:00p 0.00 Schd FOS W8-W1 0 2dy 028 06-17-94 8:00a 06-20-94 5:00p 0.00 Schd/Crit SITE FILL & COMP C-13 3dy 029 06-17-94 8:00a 06-21-94 5:00p 0.00 Schd/Crit REBARW8-W10 2dy 030 06-20-94 8:00a 06-21-94 5:00p 0.00 Schd DRILL PIERS 'D' ldy 031 06-16-94 8:00a 06-16-94 5:00p 0.00 Schd PFWI3-Wi9 idy 032 06-21-94 8:00a 06-21-94 5:00p 0.00 Schd COMP FILL SOG ELECT F Idy 033 06-22-94 8:00a 06-22-94 5:00p 0.00 Schd/Crit ADJUST FORMS ERP Idy 034 06-22-94 8:00a 06-22-94 5:00p 0.00 Schd/Crit REBAR SOG ELECT R idy 035 06-23-94 8:00a 06-23-94 5:00p 0.00 Schd/Crit POUR SOG ELECT R idy 036 06-23-94 8:00a 06-23-94 5:00p 0.00 Schd/Crit CF W8 THRU WI 0 2dy 037 06-22-94 8:00a 06-23-94 5:00p 0.00 Schd DRILL PIERS ELEVATOR 3dy 038 06-17-94 8:00a 06-21-94 5:00p 0.00 Schd


Page 2(1,2) Project: MPERT!.PJ

Revision: 10

Date Outline 05-06-94 11:18p

Date Task Resource Schd Task Scheduled Scheduled Pri Alloc Units Sched Rsrc Status Dur ID Start Finish /Day Assgn Total Hrs

' SET ELECT GEAR ER ' idy 039 06-24-94 8:00a 06-24-94 5:00p 0.00 Schd/Cnt POUR WALL W8-W1 0 1 dy 040 06-24-94 8:00a 06-24-94 5:00p 0.00 Schd FOS Wi THRU W7 3dy 041 06-24-94 8:00a 06-28-94 5:00p 0.00 Schd DRILL ELEVATOR SHAFT 1 dy 042 06-27-94 8:00a 06-27-94 5:00p 0.00 Schd RD BALANCE OF JOB idy 043 06-27-94 8:00a 06-27-94 5:00p 0.00 Schd REBAR WALLS Wi -W7 2dy 044 06-27-94 8:00a 06-28-94 5:00p 0.00 Schd INSTALL MASONRY ER 4dy 045 06-27-94 8:00a 06-30-94 5:00p 0.00 Schd/Crit CLOSE WALL FORM W1- 2dy 046 06-29-94 8:00a 06-30-94 5:00p 0.00 Schd INSTALL TEMP ROOF ER 1 dy 047 06-30-94 8:00a 06-30-94 5:00p 0.00 Schd/Crit POUR WALL W1-W7 Idy 048 07-01-94 8:00a 07-01-94 5:00p 0.00 Schd E RTO SUBCONT Idy 049 07-01-94 8:00a 07-01-94 5:00p 0.00 Schd/Crit FOS W20-W26 4dy 050 07-04-94 8:00a 07-07-94 5:00p 0.00 Schd/Crit REBAR WALLS W20-26 4dy 051 07-05-94 8:00a 07-08-94 5:00p 0.00 Schd CLOSE WALLS W20-26 4dy 052 07-08-94 8:00a 07-13-94 5:00p 0.00 Schd/Crit POUR WALLS W20-26 idy 053 07-14-94 8:00a 07-14-94 5:00p 0.00 Schd/Crit FOS GB4-GB1 1 dy 054 07-15-94 8:00a 07-15-94 5:00p 0.00 Schd/Crit REBAR GB4-GBI 1 dy 055 07-18-94 8:00a 07-18-94 5:00p 0.00 Schd/Crit CLOSE FORMS GB4-GB1 Idy 056 07-18-94 8:00a 07-18-94 5:00p 0.00 Schd/Crit ELECT UNDERGROUND 23dy 057 07-18-94 8:00a 08-17-94 5:00p 0.00 Schd MECH UNDERGROUND 24dy 058 07-18-94 8:00a 08-18-94 5:00p 0.00 Schd F R R UNDERG 24dy 059 07-18-94 8:00a 08-18-94 5:00p 0.00 Schd POUR G134 THRU GB1 Idy 060 07-19-94 8:00a 07-19-94 5:00p 0.00 Schd/Crit FOS G1323,24,20,21,22 2dy 061 07-20-94 8:00a 07-21-94 5:00p 0.00 Schd/Crit REB GB23,24,20,21,22 2dy 062 07-21-94 8:00a 07-22-94 5:00p 0.00 Schd/Cnt CF G1323,24,20,21,22 2dy 063 07-25-94 8:00a 07-26-94 5:00p 0.00 Schd/Crit POUR G1323,24,20,21,22 idy 064 07-27-94 8:00a 07-27-94 5:00p 0.00 Schd/Crit INS COMP FILL 1-6-A-B 3dy 065 07-27-94 8:00a 07-29-94 5:00p 0.00 Schd/Crit E F SOG 1-6-A-B 2dy 066 07-29-94 8:00a 08-01-94 5:00p 0.00 Schd REB SOG 1-6-A-B 2dy 067 07-29-94 8:00a 08-01-94 5:00p 0.00 Schd FOS GB5-GBI3 6dy 068 08-01-94 8:00a 08-08-94 5:00p 0.00 Schd/Crit INS COMP FIL A-B-1 -13 7dy 069 08-01-94 8:00a 08-09-94 5:00p 0.00 Schd POUR SOG 1-6-A-B idy 070 08-02-94 8:00a 08-02-94 5:00p 0.00 Schd REBAR GB5-GB1 3 6dy 071 08-03-94 8:00a 08-10-94 5:00p 0.00 Schd/Crit FORM ELEV SLAB P5 6dy 072 08-03-94 8:00a 08-10-94 5:00p 0.00 Schd REB PT ELEV SLAB P5 6dy 073 08-04-94 8:00a 08-11-94 5:00p 0.00 Schd CLOSE FORMS GB5-13 6dy 074 08-11-94 8:00a 08-18-94 5:00p 0.00 Schd/Crit E F SOG C-B-1-6 2dy 075 08-16-94 8:00a 08-17-94 5:00p 0.00 Schd/Crit MECH ROUGH P5 3dy 076 08-08-94 8:00a 08-10-94 5:00p 0.00 Schd FIRE R ROUGH P5 3dy 077 08-08-94 8:00a 1 08-10-94 5:00p

I0.00 Schd




Revision: 10

Date Task Resource Schd Dur

Task ID

Scheduled Start

Scheduled Finish

Pn Alloc /Day

Units Assgn


Status

ELECTR ROUGH P5 4dy 078 08-08-94 8: OOa 08-11-94 5: OOp 0.00 Schd INS COMP FIL A-B-1 3-6 7dy 079 08-10-94 8: OOa 08-18-94 5: OOp 0.00 Schd REBAR SOG C-B-i -6 2dy 080 08-18-94 8: OOa 08-19-94 5: OOp 0.00 Schd E F SOG C-B-6-10 2dy 081 08-18-94 8: OOa 08-19-94 5: OOp 0.00 Schd/Crit POUR SOG C-B-1-6 idy 082 08-22-94 8: OOa 08-22-94 5: OOp 0.00 Schd REB SOG C-B-6-10 3dy 083 08-22-94 8: OOa 08-24-94 5: OOp 0.00 Schd POUR ELEV SLAB P5 1 dy 084 08-19-94 8: OOa 08-19-94 5: OOp 0.00 Schd POUR GB5-GB13 Idy 085 08-19-94 8: OOa 08-19-94 5: OOp 0.00 Schd EDGE FORMS C-B-1 0-13 2dy 086 08-23-94 8: OOa 08-24-94 5: OOp 0.00 Schd/Crit REBAR C-B-1 0-13 2dy 087 08-23-94 8: OOa 08-24-94 5: OOp 0.00 Schd/Crit FOS ELEVATOR GRADE 3dy 088 08-22-94 8: OOa 08-24-94 5: OOp 0. 00 Schd BAR WALS REB TIER#i 8dy 089 08-23-94 8: OOa 09-01-94 5: OOp 0.00 Schd/Crit REB GB AT ELEVATOR I dy 090 08-24-94 8: OOa 08-24-94 5: OOp 0.00 Schd POUR SOG C-B-6-10 Idy 091 08-25-94 8: OOa 08-25-94 5: OOp 0.00 Schd BAR WALS FORM TIER#i 8dy 092 08-24-94 8: OOa 09-02-94 5: OOp 0.00 Schd/Crit BAR WALS POUR #1 8dy 093 08-24-94 8: OOa 09-02-94 5: OOp 0.00 Schd FORM ELEVATED P7 6dy 094 08-25-94 8: OOa 99-01-94 5: OOp 0.00 Schd REB&PT ELEVTD SLAB P 6dy 095 08-26-94 8: OOa 09-02-94 5: OOp 0.00 Schd POUR C-B-10-13 idy 096 08-25-94 8: OOa 08-25-94 5: OOp 0.00 Schd E F SOG B-A-1 3-6 2dy 097 08-25-94 8: OOa 68-26-94 5: OOp 0.00 Schd C GB F AT ELEVATOR 3dy 098 08-25-94 8: OOa 08-29-94 5: OOp 0.00 Schd FIRE R ROUGH P#6 3dy 099 08-26-94 8: OOa 08-30-94 5: OOp 0.00 Schd ELECTR ROUGH P#6 4dy 100 08-26-94 8: OOa 08-31-94 5: OOp 0.00 Schd F ELEVTD SLAB P#8 6dy 101 08-29-94 8: OOa 09-05-94 5: OOp 0.00 Schd REB GB 16-17 2dy 102 08-26-94 8: OOa 08-29-94 5: OOp 0.00 Schd REB SOG B-A-1 3-6 2dy 103 08-29-94 8: OOa 08-30-94 5: OOp 0.00 Schd MECH ROUGH P 3dy 104 08-29-94 8: OOa 08-31-94 5: OOp 0.00 Schd REB&PT ELVTD SLAB P# 6dy 105 08-29-94 8: OOa 09-05-94 5: OOp 0.00 Schd POUR GB'S AT ELEVATOI 1 dy 106 08-30-94 8: OOa 08-30-94 5: OOp 0.00 Schd FOS GB16-GB17 2dy 107 08-29-94 8: OOa 08-30-94 5: OOp 0.00 Schd CLOSE GBI6-GB17 2dy 108 08-31-94 8: OOa 09-01-94 5: OOp 0.00 Schd POUR SOG B-A-13-6 idy 109 08-30-94 8: OOa 08-30-94 5: OOp 0.00 Schd FIRER ROUGH P#7 3dy 110 08-30-94 8: OOa 09-01-94 5: OOp 0.00 Schd ELECTR ROUGH P#7 4dy iii 08-30-94 8: OOa 09-02-94 5: OOp 0.00 Schd POUR GB16-17 idy 112 09-02-94 8: OOa 09-02-94 5: OOp 0.00 Schd MECH ROUGH P#7 3dy 113 08-31-94 8: OOa 09-02-94 5: COp 0.00 Schd FIRER ROUGH P#8 3dy 114 09-05-94 8: OOa 09-07-94 5: OOp 0.00 Schd ELECT ROUGH P#8 4dy 115 09-05-94 8: OOa 09-08-94 5: OOp 0.00 Schd MECH ROUGH P#8 3dy 116 09-06-94 8: OOa 09-08-94 5: COp 0.00 Schd



Revision: 10


. S S S


Task Scheduled ID Start

Scheduled Finish

Pri Alloc /Day

Units Assgn


Status

FORM ELEVTD SLAB P#9 6dy 117 09-06-94 8:00a 09-13-94 5:00p 0.00 Schd POUR ELEVATED P#7 ldy 118 09-05-94 8:00a 09-05-94 5:00p 0.00 Schd REB ELEVATED SLAB P#1 6dy 119 09-05-94 8:00a 09-12-94 5:00p 0.00 Schd POUR ELVATED SLAB P# idy 120 09-09-94 8:00a 09-09-94 5:00p 0.00 Schd BAR WALS REB TIER #2 8dy 121 09-05-94 8:00a 09-14-94 5:00p 0.00 Schd/Crit BAR WALS FORM TIER 4r, 8dy 122 09-06-94 8:00a 09-15-94 5:00p 0.00 Schd/Crit BAR WALS REB TIER #3 8dy 123 09-06-94 8:00a 09-15-94 5:00p 0.00 Schd/Crit ELECTR ROUGH P#9 4dy 124 09-13-94 8:00a 09-16-94 5:00p 0.00 Schd BAR WALS POUR #2 Bdy 125 09-07-94 8:00a 09-16-94 5:00p 0.00 Schd BAR WALS FORM TIER # 8dy 126 09-07-94 8:00a 09-16-94 5:00p 0.00 Schd/Crit POUR BAR WALS P#3 8dy 127 09-07-94 8:00a 09-16-94 5:00p 0.00 Schd/Crit MECH ROUGH P#9 3dy 128 09-15-94 8:00a 09-19-94 5:00p 0.00 Schd FORM ELVTD SLAB P#10 6dy 129 09-14-94 8:00a 09-21-94 5:00p 0.00 Schd REB&PT LVTD SLAB P#1C 6dy 130 09-14-94 8:00a 09-21-94 5:00p 0.00 Schd ELECT PERM POW SYS'S 20dy 131 09-14-94 8:00a 10-11-94 5:00p 0.00 Schd ELECT: LIGHTS&T OUT 20dy 132 09-14-94 8:00a 10-11-94 5:00p 0.00 Schd POUR ELVTD SLAB P#9 1 dy 133 09-19-94 8:00a 09-19-94 5:00p 0.00 Schd ELECT ROUGH P#10 4dy 134 09-16-94 8:00a 09-21-94 5:00p 0.00 Schd MECH ROUGH P#10 3dy 135 09-19-94 8:00a 09-21-94 5:00p 0.00 Schd FIRER ROUGH P#10 3dy 136 09-19-94 8:00a 09-21-94 5:00p 0.00 Schd REB BAR WALS TIER #4 8dy 137 09-13-94 8:00a 09-22-94 5:00p 0.00 Schd/Crit BAR WALS FORM TIER # 8dy 138 09-14-94 8:00a 09-23-94 5:00p 0.00 Schd/Crit POUR BAR WALS #4 8dy 139 09-14-94 8:00a 09-23-94 5:00p 0.00 Schd/Crft ELVATR RAILS&DFRAME 30dy 140 09-06-94 8:00a 10-17-94 5:00p 0.00 Schd INSTALL ELEVATORS 30dy 141 09-06-94 8:00a 10-17-94 5:00p 0.00 Schd POUR ELVTD SLAB P#10 Idy 142 09-22-94 8:00a 09-22-94 5:00p 0.00 Schd FORM STAIR 'A' Sdy 143 09-22-94 8:00a 09-28-94 5:00p 0.00 Schd REBAR STAIR 'A' 5dy 144 09-23-94 8:00a 09-29-94 5:00p 0.00 Schd MASSONRY ELVTR SHAF 1 Ody 145 09-13-94 8:00a 09-26-94 5:00p 0.00 Schd FORM STAIR 'B' Sdy 146 09-14-94 8:00a 09-20-94 5:00p 0.00 Schd/Crit POUR STAIR 'A' Idy 147 09-30-94 8:00a 09-30-94 5:00p 0.00 Schd REBAR STAIR 'B' Sdy 148 09-15-94 8:00a 09-21-94 5:00p 0.00 Schd/Crit HANDRAILS STAIR 'A' 2dy 149 10-03-94 8:00a 10-04-94 5:00p 0.00 Schd POUR STAIR 'B' 1 dy 150 09-22-94 8:00a 09-22-94 5:00p 0.00 Schd/Crit REG DFRAMES FOR MAS 3dy 151 09-22-94 8:00a 09-26-94 5:00p 0.00 Schd HANDRAILS STAIR 'B' 2dy 152 09-23-94 8:00a 09-26-94 5:00p 0.00 Schd FIRE RISER POUR #9 3dy 153 09-26-94 8:00a 09-28-94 5:00p 0.00 Schd/Crit ACRYLIC COADINGS 1 Ody 154 09-29-94 8:00a 10-12-94 5:00p 0.00 Schd/Crit ROOFING SYSTEMS 3dy 155 09-30-94 8:00a 10-04-94 5:00p 0.00 Schd/Crit


Page 5(1,5) Project: MPERT! .PJ

Revision: 10


. I I


Task ID

Scheduled Start

Scheduled Finish

Pri Alloc /Day

Units Assgn


Status

MECHANICAL PUMPS 3dy 156 10-06-94 8:00a 10-10-94 5:00p 0.00 Schd/Crit MECH TRIM OUT c SYS. 5dy 157 10-03-94 8:00a 10-07-94 5:00p 0.00 Schd EXCES CONTRL'S GRPH( 5dy 158 10-06-94 8:00a 10-12-94 5:00p 0.00 Schd/Crit SITE CONCRETE 1 Ody 159 10-06-94 8:00a 10-19-94 5:00p 0.00 Schd/Crit SITE LANDSCAPE lOdy 160 10-06-94 8:00a 10-19-94 5:00p 0.00 Schd/Crit PROJECT PUNCH LIST lOdy 161 10-06-94 8:00a 10-19-94 5:00p 0.00 Schd/Crit PJ INSPCTION'S FINALS idy 162 10-11-94 8:00a 10-11-94 5:00p 0.00 Schd PROJECT TURNOVER idy 163 10-20-94 8:00a 10-20-94 5:00p 0.00 Schd/Crit

MONCRIEF LINBECK CONSTRUCTION CORP.

SYLVESTER & THOMPSON as of 5/3/94 8:00am

Dates Scheduled Start: 5/16/94 8:00am Scheduled Finish: 10/20/94 5:00pm Planned Start: 5/16/94 8:00am Planned Finish: NA Actual Start: NA Actual Finish: NA Start Variance: Od Finish Variance: Od

. IDuration

Scheduled: 114d Remaining: 114d Planned: Od Actual: Od Variance: 114d Percent Complete: 0%

Work Scheduled: 8h Remaining: 8h Planned: Oh Actual: Oh Variance: 8h Percent Complete: 0%

Costs Scheduled: $80.00 Remaining: $80.00 Planned: $0.00 Actual: $0.00 Variance: $80.00

Task Status - Resource Status Tasks not yet started:

163 Resources: Tasks in progress:

0 Overallocated Resources: 0 Tasks completed:

0 Total Tasks:

163 Total Resources:

S

SL-1

Project Calendar 05-06-94 11:21 p Project: MPERTI.P

Revision: 1 Calendar IBM

Calendar For: MPERT!.PJ

1994 Sun 0. 0 Mon 8. 0 Tue 8. 0 Wed 8. 0 Thu 8. 0 Fri 8. 0 Sat 0. 0

May 15 WKND 16 17 18 19 20 21 WKND

May 22 WKND 23 24 25 26 27 28 WKND

May Jun

29 WKND 30 31 01 02 03 04 WKND

Jun 05 WKND 06 07 08 09 10 11 WKND

Jun 12 WKND 13 14 15 16 17 18 WKND

Jun 19 WKND 20 21 22 23 24 25 WKND

Jun Jul

26 WKND 27 28 29 30 01 02 WKND

Jul 03 WKND 04 05 06 07 08 09 WKND

Jul 10 WKND 11 12 13 14 15 16 WKND

Jul 17 WKND 18 19 20 21 22 23WKND

Jul 24 WKND 25 26 27 28 29 30 WKND

Jul Aug

31 WKND 01 02 03 04 05 06 WKND

Aug 07 WKND 08 09 10 11 12 13 WKND

. S 5 0 • S 0 5

Project Calendar Page 2 (1, 2)

05-06-94 11:21p

Project: MPERT!.PJ Revision: 10

Calendar IBM

Calendar For: MPERT!.PJ

1994 Sun 0.0 1Mon 8.0 Tue 8.0 Wed 8.0 1 Thu 8.0 Fri 8.0 Sat 0.0

Aug 14 WKND 15 16 17 18 19 20 WKND

Aug 21 WKND 22 23 24 25 26 27 WKND

Aug Sep

28 WKND 29 30 31 01 02 03 WKND

Sep 04 WKND 05 06 07 08 09 10 WKND

Sep 11 WKND 12 13 14 15 16 17 WKND

Sep 18 WKND 19 20 21 22 23 24 WKND

Sep Oct

25 WKND 26 27 28 29 30 01 WKND

Oct 02 WKND 03 04 05 06 07 08 WKND

Oct 09 WK ND 10 11 12 13 14 15 WKND

Oct 16 WKND 17 18 19 20 21 22 WKND

Oct 23 WKND 24 25 26 27 28 29 WKND

Oct Nov

30 WKND 31 01 02 03 04 05 WKND

Nov 06 WKND 07 08 09 10 11 12 WKND

.

Project Calendar 05-06-94 11:23p

Calendar IBM

Calendar For: MPERT'.PJ Range: 05-16-94 To: 05-16-94

1994 Sun 0. 0 Mon 8. 0 Tue 8. 0 Wed 8. 0 Thu 8. 0 Fri 8. 0 Sat 0. 0

May 15 WKND 16 17 18 19 20 21 WKND

May 22 WKND 23 24 25 26 27 28 WKND

Project: MPERTLPJ Revision: 10

Task Name Schd Dur

Task ID

Scheduled Start

Scheduled Finish

Pri Alloc /Day

Units Assgn


Status

Site Compact idy 001 05-16-94 8:00a 05-16-94 5:00p 50 0. 00 Schd/Crit

MONCRIEF

June 1994

L.4Sun Mon Tue Wed Thu Fri Sat

I I I 1 I 2 I 3 I

I DRILL PIERS "B" LINE 13 ea,5d

. (EXCAVATE GRADE BEAM C-... J IDRILL PIERS ELECT ROOM 2

ILL PIERS...I

;DRILL PIERS I 1 REBARDELV GB13GB191d

6 7 8 9 10 Iii* 1[REBARGB1415232513161d ....................

DRILL PIERS "B" LINE 1 ea,Sd I I EXCAVATE GRADE BEAM 1-13-A,3d

[FORM ONE SIDE GB141523 I ' __________

I DRILL PIERS C LINE BEAM 5d S

I FORM ONE SIDE GB13 16 id I REBAR DELV W8 W1O ld

BAR DELV GB13-GB19 id I I REBAR DELV GB23 & 25 ld REBAR DELV W13 W26 ld III

13 14 15 16 17III I J II

REBAR G131 4,15,23,25,13,16,1 di [POUR G131 4,15,23,25,13,16,1 I FORM ONE SIDE W8 THROUGH W.O,2d .

EXCAVATE GRADE BEAM 113 A 3d IJ REBAR DELV GB 20 21

II SITE EXCAVATION 3d [REBAR W8 THROUGH Wi 0,2d

.DRILL PIERS C" LINE BEAM,5d EXCAVCATE Wi -W7,2d

Wi W7 I REBARW13W192d I REBARDELV id

ICL0SE FORMS GB14 15232 I CLOSE FORMS Wi3 W19 3d

20 21 22 23 24 2S

FORM ONE SIDE W8THROU... I FORM ONE SIDE Wi THROUGH .....

W8 THROUGH W10 2d FREBAR WALLS Wi THROUGH I I CLOSE FORMS

REBARW8 THROUGH W102d IIPOURSOG ELECT ROOM idi (REBARDELV BALANCE OFJ

..EXCAVCATE 'IVi -VV7,2d I] IADJUST FORMS ELECT ROôI [POUR WALL W8 THROUGH... j II POURFORMSW13W191d IJI REBARSOG ELECT ROO DRILLELEVATOR SHAFT1d I

CLOSE FORMS W13 W19 3d ICOMPACT FILL SO G ELECT ..j ISET ELECT GEAR ELECT RO If

j 27 28 29 30

FORM ONE SIDE Wi THROUGH W7,3d I REBAR WALLS Wi THROUGH W7,2d

.REBARDELV. BALANCE OFJ...I LELECTROO...:

IPOURWALL

DRILL ELEVATOR SHAFT, id IINSTALL TEMPORARY ROOF .1 FORM Wi THROUGH W7 2d I I CLOSE WALL

N—i

MONCRIEF

Additional Tasks

6/10/94

6/11 /94

/12/94

5/13/94

5/14/94

6/15/94

6/16/94

6/17/94

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Ll

.

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I

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Status ID Name Start 16 FORM ONE SIDE W13-W19

Status ID Name In Progress 16 FORM ONE SIDE W13-W19

Status ID Name In Progress 16 FORM ONE SIDE Wi 3-Wig

Status ID Name In Progress 16 FORM ONE SIDE W13-W19

Status ID Name Start 22 EXCAVATE W8 THROUGH W10 Start 23 SITE COMPACTION B-A-1 -6 In Progress 16 FORM ONE SIDE Wi 3-Wig

Status ID Name Start 31 DRILL PIERS "0" LINES 6ea Finish 16 FORM ONE SIDE W1 3-W1 9 In Progress 22 EXCAVATE W8 THROUGH W10 In Progress 23 SITE COMPACTION B-A-1 -6

Status ID Name Start 29 SITE FILL AND COMPACTION C-i 3-B Start 38 DRILL PIERS ELEVATOR 14 ea Finish 22 EXCAVATE W8 THROUGH WiO Finish 31 DRILL PIERS "D" LINES 6ea In Progress 23 SITE COMPACTION B-A-1 -6

Status ID Name Finish 23 SITE COMPACTION B-A-i -6 In Progress 29 SITE FILL AND COMPACTION C-13-B

XMX® N— 2

Documents

1etlil(.)(!Is (i)f P1(s)ject MtiIenh1ei1ts2.smu.edu/emis/design/wp-content/uploads/94-01-ibm_project...PERT Chart Analysis ... Critical Path Method ... conclusion giving the basic