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Home My WebLink About0 STONE XING GENERAL A Division of Eastern - Materials Testing Laboratorya o . . FIELD REPORT JAWORSKI GEOTECH,INC. Project: Stone Crossing Client: Mannarino Brothers, Inc. South Windsor, CT Contractor: Project No.. 02396C Weather: Sunny, 85 degrees J y, gre s � Date: June 19, 2002 Purpose: To perform field density testing. Contractor Activities: Upon this writer's arrival, Simscroft Echo-Farms had prepared Phase I to 15-inches below finished grade and Phase II to subgrade. Compactive efforts were applied using a vibrating roller. JGI Activities: Twenty one field density tests were performed on previously placed earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: N. Teodoro Reviewed by:Xt R Date: 6/28/02 TEST RESULTS X DO - DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. Eastern A Divislt;n of - Materials a-z- JAWORSE Testing LaboratoryFIELD DENSITY TEST SUMMARY • GEOTECH, IN( Project: Stone Crossing Client: Mannarino Builders South Windsor, CT Contractor: Simscroft Echo-Farms Project No.. 02396C Weather: Sunny, 85 degrees Date: 6/19/2002 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcl) (%) Compaction Compaction 1 Phase II Station 13.00 SBA C1103-02 133.5 6.3 128.8 6.6 95 2 Phase II Station 12.00 SBA C1103-02 133.5 6.3 131.3 7.3 ::::::9$; 95 3 Phase II Station 11.00 SBA C1103-02 133.5 6.3 131.6 6.9 95 4 Phase II Station 10.00 SBA C1103-02 133.5 6.3 129.8 7.9 :::::97:Z:::::::: 95 5 Phase II Station 9.00 SBA C1103-02 133.5 6.3 126.9 6.4 ::::::95:1:: :::: 95 6 Phase II Station 8.00 SBA C1103-02 133.5 6.3 129.5 5.5 :: ::9T:0::::::::: 95 7 Phase II Station 7.00 SBA C1103-02 133.5 6.3 132.4 6.4 ::::::9g:2:':::::: 95 8 Phase II Station 6.00 SBA C1103-02 133.5 6.3 130.2 6.5 ::::::: 95 Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY •"• ' •• •= JAWORSK cozECH.INC Project: Stone Crossing Client: Mannarino Builders South Windsor, CT Contractor: Simscroft Echo-Farms Project No.. 02396C Weather: Sunny, 85 degrees Date: 6/19/2002 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) pcf) (%) Compaction Compaction 9 Phase II Station 5.00 SBA C1103-02 133.5 6.3 126.5 6.9 ::::::94;$:::::::::: 95 10 Phase II Station 4.00 SBA C1103-02 133.5 6.3 133.5 5.7 ..... 00:0::::: 95 11 Phase II Station 3.00 SBA C1103-02 133.5 6.3 132.2 6.5 ;:::::99;Q:::'::::: 95 12 Phase II Station 2.00 SBA C1103-02 133.5 6.3 128.3 7.3 95 13 Phase II Station 1.00 SBA C1103-02 133.5 6.3 130.0 6.0 :::97;A '::: 95 14 Phase II Station 0.00 SBA C1103-02 133.5 6.3 131.9 4.8 9$.$ :: 95 15 Phase I Station 1.00 15" C1105-02 135.1 6.3 127.7 6.0 94:5::::: 95 BG 16 Phase I Station 2.00 15" C1105-02 135.1 6.3 129.2 5.0 95:6:: :: 95 BG Eastern A Division of - Materials W�, : Testing LaboratoryFIELD DENSITY TEST SUMMARY JAWORSK GEOTFXH, INC Project: Stone Crossing Client: Mannarino Builders South Windsor, CT Contractor: Simscroft Echo-Farms Project No.. 02396C Weather: Sunny, 85 degrees Date: 6/19/2002 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pct) (%) Compaction Compaction 17 Phase I Station 3.00 15" C1105-02 135.1 6.3 128.5 4.5 :::95:1::::: 95 BG 18 Phase I Station 4.00 15" C1105-02 135.1 6.3 135.1 5.0 1 U .O::':': 95 BG 19 Phase I Station 5.00 15" C1105-02 135.1 6.3 131.4 4.5 95 BG 20 Phase I Station 6.00 15" C1105-02 135.1 6.3 130.4 7.2 :: 9$:S:':': 95 BG 21 Phase I Station 7.00 15" C1105-02 135.1 6.3 131.4 4.5 �7;3:::: : 95 BG MATERIAL DESCRIPTION: C1103-02: brown C-F Sand,some C-F Gravel,trace Silt C1105-02: brown C-F Sand,some C-F Gravel,some Silt NOTES: SBA=subgrade below asphalt BG=below grade Phase II,Sweet Meadow Road FIELD SKETCH Project: Stone Crossing South Windsor, CT Eastern Materials Project No.. 0 2 3 9 6 C Date: Testing Laboratory a Division OfJaworski Geotech• !n, -. .L___--J 44 ail, t i .ate•/\ :�.'� �,va stone . . 'Project No.. • •C D. �R K r ' ce-- �\ --:i :ice yFR 41� � fill OF Mill ' ME< - f Ilk hNY I- �'�., �►�� ..�' :, Imo. � . �i FIELD SKETCH Project: Stone Crossing South Windsor, CT Eastern _ Materials Project No.: 02396C Date: /p'a Z Testing - Laboratory a Division ofJaworski Geolech• Inc. Q9A I FUR a It I ! _ P - J L Oil I I all 1. if if � ' � i ► ; •p,If J ! + A Division of Eastern - Laboratory Materials Testing FIELD REPORT JAWORSKI Project: Stone Crossing Client: Mannarino Brothers, Inc. GEOTECH,INC. South Windsor, CT Contractor: Simscroft Echo Farms, Inc. Project No.. 02396C Weather: Sunny&clear, 86 degrees Date: June 21, 2002 Purpose: To perform field density testing. Contractor Activities: Upon this writer's arrival, Simscroft Echo Farms was observed applying compactive efforts to the material placed 9-inches below finish grade. Compactive efforts were applied using a vibratory roller. Two field density tests showed that the 95% specified minimum compaction was not achieved. Additional compactive efforts with a 10-ton vibratory roller showed no improvement. This writer performed a surface test, which showed that the moisture of the material was low within the first two inches of the surface. This writer was therefore asked to return on Monday June 24, 2002 when water would be available on site. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. Four of the test results indicated that the specified 95% minimum compaction requirement had not been achieved as compared to ASTM D 698 test methods. Additional compactive efforts were applied to these areas and compactive efforts indicated adequate compaction. Please refer to the attached Field Density Test Summary for individual test data. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: N. Teodoro Reviewed by:MR Date: 6/27/02 TEST RESULTS DO X DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES X DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division.of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. Eastern A Divisio&of - Materials - Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOnai. INC Project: Stone Crossing Client: Niannarino Builders South Windsor,CT Contractor. Simscroft Echo-Fauns Project No.. 02396C Weather: Sunny&clear,86 degrees Date: 6/21/2002 Max Opdmum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No Location Elevation JGI Lab No. (Pcf) (°/u) (Pcf) 0/.) Conpactioo Compaction .............. 1 Phase I 9" C1086-02 141.2 4.5 130.0 4.3 :;::92 I:::::::::: 95 Station 0+00 BFG 2 Phase I 9" C1086-02 141.2 4.5 131.9 4.0 :::::93.4:::;:;:;: 95 Station 1+00 BFG 3 Phase I 9" C1086-02 141.2 4.5 130.8 4.2 :::::::9 .b::::... 95 Station 0+00 BFG 4 Phase I 9" C1086-02 141.2 4.5 130.0 2.4 :: 92;I::: 95 Station 1+00 BFG MATERIAL DESCRIPTION: C1086-02:red-brown GF Gravel and Sand,trace Silt,bank rim. NOTES: BFG:below finish Bade FIELD SKETCH Project: Stone Crossing South Windsor, CT Eastern —%fi Materials Project No.. 0 2 3 9 6 C Date: f2 A 7 Testing Laboratory a Division ofJaworski Georech. Inc. — 7 ;pall q 0 VO -X� I G I F-1 H _J .-J all 4. .11, 1 rill J L J XJ M ; M it q 41pl list" A VVFY A Division of �. Eastern - Materials Testing Laboratory FIELD REPORT • •• JAWORSKI Project: Stone Crossing Client: Mannarino Brothers, Inc. GE0IECH.INC. South Windsor, CT Contractor: Simscroft Echo Farms, Inc. Project No.. 02396C Weather: Clearing, 80 degrees Date: June 24, 2002 Purpose: To perform field density testing. Contractor Activities: Upon this writer's arrival, it was determined that this morning's early rain would provide adequate moisture for optimum compaction. Compactive efforts were applied using a vibratory roller. Field density tests show that even after the maximum compactive effort, 95% of the 141.2 maximum dry density from lab # C1086-02 could not be achieved. Therefore, it was concluded that there had been a sampling error. Observing last week's compactive effort as well as today's, this writer used the highest field dry density as the maximum density for a field proctor. This writer was notified that past station 5+00, different material from Charbonneau and Sons was placed client provided proctor information for this material. The tests show that 95%maximum compaction was achieved. JGI Activities: Eight field density tests were performed on previously placed earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 698 test methods. Please refer to the attached Field Density Test Summary for individual test data. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: N. Teodoro Reviewed by: lf Date: 6/27/02 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express xritten consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. Eastern A Division-of - Materials FIELD DENSITY TEST SUMMARY Testing Laboratory ..• • JAWORSKI Project: Stone Crossing Client: Mannarino Builders GEOTECH• INC South Windsor, CT Contractor: Simscroft Echo-Farms Project No.. 02396C Weather: Clearing, 80 degrees Date: 6/24/2002 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Litt or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pct) (•/.) (pct) (%) Compaction Compaction 1 Phase I 9" Field Proctor 132.4 4.0 131.9 4.5 :::99:6:::::: 95 Station 0+10 BFG 2 Phase I 9" Field Proctor 132.4 4.0 128.4 5.9 95 Station 1+00 BFG 3 Phase I 9" Field Proctor 132.4 4.0 132.1 4.4 : :::::::::: 95 Station 2+00 BFG 4 Phase I 9 Field Proctor 132.4 4.0 132.4 4.0 ::100.0:::::" 95 Station 3+00 BFG 5 Phase I 9" Field Proctor 132.4 4.0 132.4 3.9 :::14 .:D:: 95 Station 4+00 BFG 6 Phase I 9" Provided 138.0 7.0 131.5 4.8 :::95.3.:::: 95 Station 5+00 BFG by Client 7 Phase I 9" Provided 138.0 7.0 131.4 5.5 :;::;95:2:;: ::::: 95 In front of Lot 5 BFG by Client 8 Phase 1 9" Provided 138.0 7.0 132.1 4.6 ::9s:Z::::: 95 Between Lots 3&4 BFG by Client MATERIAL DESCRIPTION: red-brown C-F Gravel and Sand,trace Silt NOTES: BFG:below finish grade FIELD SKETCH Project: Stone Crossing South Windsor, CT Eastern Materials Project No.. 0 2 3 9 6 C Date: 6//Z4/0-Z Testing Laboratory a Division of-iarworskj Georech.1,7c < > a\ V". V Jq -J 5; Oil, 7). 4; if Jig lid? tj U J; '44 GRAIN SIZE DISTRIBUTION TEST REPORT — -- ASTM C136.C117 100VK 1 [11 -11 - r T soIF-TT-T-F-1 rta sue, 6o I ) _� a podikaeor iinm r i 70 Z 60 Al ... I IN U. � I a W2 Sp i ce a 40 - - '- 1 30 { 20 10 I - I 8 Sao S c GRAIN SIZE—mmo %Cobbles %Gravel Crs Med Fine %Fines 17.6 34.1 48.2 sin I Clay 0.0 31.2 %Sand 50.0 18.8 Classification: BROWN C-F SAND,some C-F Gravel.some Silt. Sieve Size Sieve Size Cumulative %Passing %Passing Specification (mm.) (inJno.) Wt.Retnd (Tot Sample)(Sand Port)Minimum Maximum 203.200 8" 125.000 5" 90.000 3.5" 0.00 100.0 57.000 2.25 50.800 2" 38.100 1.5" 2.81 89.1 25.400 1" 19.050 3/4" 4.62 82.1 12.700 1/2" 9.525 3/8" 6.300 114" 8.04 68.8 100.0 4.750 #4 2.000 #10 015 60.0 87.2 1.000 #18 0A25 #40 0A4 43.0 62A 0.250 #60 0.150 0100 0.72 26.5 38.5 0.075 #200 0.85 18S 27A Total Dry Wt. 25.81 Split Wt 1.17 Project STONE CROSSING PHASE I &II Project No 02M Date: 6/19/02 Specification: Not Provided Lab No' C1105-02 Source Nature Base Matenal Sampled from:Sampled By Client At Phase I Eastern Materials Testing Laboratory, a d/'w5/0n of Rema*S: JAWORSKI GEOTECH.INC. NVLAP# 10316-0 PROCTOR TEST REPORT 140 -- 138 136 134 - 132 t30 128 - - 126 -- 124 ---t— t- 122 120 118 -_�- L I _ 116 -- 114 if 112 - 110 - '-- -- - -'i-- 108 r 106 104 -50 00 50 100 150 200 WATER CONTENT(%) %.Gravel 31.2 ]%Sand 50-0 %Oversized Stone +314' 17.9 %Sift 18.8 Classification BROWN C-F SAND,some C-F Gravel,some Sift. Modified Proctor,ASTM D 1667 Method C Point No 1 2 3 4 5 6 7 8 9 Com acted Wt 1522 1602E04 16.33 Wt of Mold 5.9 5.95.9 Wt.Wet+Tare 1 64 155 1.53 Wt D +Tare 1.61 1.49 1.42 Wt Tare 043 033 042 Wet Density 124.3 134.9 1384 139.1 %Moisture 25 5.2 6.9 11.0 Dry Density 1212 1283 1295 1253 MA74MUM DRY DENSITY fir") 129.9 PCF OPTIMUM MOISTURE frw* j Z% Specific Gravity 2.65 D 4718 CORRECTION FOR OVERSIZE PARTICLES MAXIMUM DRY DENSITY 135.1 PCF OPTIMUM MOISTURE La % Project STONE CROSSING PHASE I &II Project No.: 0zMC Date 6/19/02 Specification: Not Provided jLabNo C1105-02 Source: Nature Base Matenal Sampled from. Sampled By Client At Phase I Eastern Materials Testing Laboratory, a division of IRema*3: JAWORSKI GEOTECH.INC. NVLAP#10315-0 r GRAIN SIZE DISTRIBUTION TEST REPORT ASTM C136.C117 100r- f 90 I NIII. 1 I i %PA 80 70 { 1 1 J W 60 i Z 50 W IL 40 3020 10 I l i n 8 05i _ m 8 8m R 2 0 GRAIN SIZE-mm %Gobbles %Gravel LME Med Fine %Fines 29.8 54.4 1 Sift I Clay 0.0 29.4 1 %Sand 50.3 20.3 Classification: BROWN C-F SAND.some C-F Gravel.some SitL Sieve Size Sieve Sine Cumulative %Passing %Passing Specification (mm.) (inlno.) WL ReMd (fat Sample)(Sand Port)Minimum Matamum 203.200 8' 125.000 5' 90.000 3.5" 0.00 100.0 57.000 2.25, 50.800 2• 38.100 1.5' 2.43 89.4 25.400 1 19.050 314• 4.14 82.0 12.700 1/2" 9.525 318: 6.300 1/4 6.76 70.6 100.0 4.750 f4 2.000 #10 0.18 62.6 88.8 1.000 f18 0.425 #40 0.52 47.6 67.5 0.250 #60 0.150 #100 0.85 33.1 46.9 0.075 #200 1.14 20.3 28.8 Total Dry WL 22.97 Split WL 1.60 Project: STONE CROSSING PHASE I&II Project No.: 0239fiC Date: 6118/02 Specification: Not Provided Lab No: C1103-02 Source: Native Base Material Sampled from:Sampled By Client At Phase I I Eastern Materials Testing Laboratory, ad not aA11'wks: JAWORSKI GEOTECH,INC- I NVLAP#10316-0 • PROCTOR TEST REPORT 140 - -- -- .._ - -_---i--�---- -- - -- -- 138 , -t_ 136 134 132 } 130 Nix 128 126 124 1 N k I 122 1 AF t - 120 114 112 110 - -- ' I 104 -- -- - ��- - - - - a 102 -50 00 5.0 100 15.0 200 WATER CONTENT II%) Gravel 29.4 [%Sand 50.3 %Oversized Stone +3/4" 18.0 %Silt 20.3 Classification BROWN C-F SAND,some C-F Gravel,some Silt. Modified Proctor,ASTM D 1667 Method C Point No 1 2 3 1 4 5 6 7 8 9 Compacted Wt 15.33 15.92 16.18 16.31 15.93 M.of Mold 5.9 5.9 5.9 5.9 5.9 WL Wet+Tare 1 56 1.59 1.65 1.63 1.57 Wt D +Tare 153 1.53 1.57 152 1.41 Wt Tare 0.43 043 0.43 0.43 0.20 Wet Density 1257 133.6 137.1 1388 133 7 %Moisture 2 7 5.5 TO 10.1 13.2 D Densrly 122.4 126.7 1 128.1 126.1 1 118.1 MAMMUM DRY DENSITY Fri* 128.1 PCF OPTIMUM MOISTURE[nMA Z2% Specific Gravity 2.65 D 4718 CORRECTION FOR OVERSIZIF PARTICLES MAXIMUM DRY DENSITY 133.5 PCF OPTIMUM MOISTURE % Project STONE CROSSING PHASE I &II Project No.. 0239K Date. 6118/02 Specification Not Provided Lab No: C1103-02 Source: Native Base Material Sampled from. Sampled By Client At Phase II Eastern Materials Testing Laboratory, adnisionof Remarks: JAWORSKI GEOTECH,INC. NVLAPtt 10316-0 SA Fx--1 MEETING MINUTES ❑ FIELD OBSERVATION REPORT Prepared by: John Samford Project Information Project: Filene's D/C 2002 Addition jJSA Project No: 01-30 May D&C Pro'.#: 2196 Date/Time of Meeting: 4-Jun-02 Weather: Clear/Sunny Date of Issuance: 10-Jun-02 Location of Mt : Site Project Location: South Windsor CT Purpose of Mt : Job Meeting Project Team Contact Company Phone Fax E-Mail Planner: Steve Sobo May D&C 314.342.6770 314.342,6127 steve sobo@may-co.com Project Manager: Steve Sobo May D&C 314.342.6770 314.342.6127 Steve sobo@may-co.com Field Project Engineer: Bruce Shoemaker May D&C 860.289.7952 860.289.7951 cell: 314.614.0945 May D&C Merchandiser: Production Architect PM: Andrew Rauch JSA 412.788.1500 x214 412.787.5960 arauch@jsa-architects.com Production Pro'.Architect: Andrew Rauch JSA 412.788.1500 x214 412.787.5960 arauch@jsa-architects.com Concept Architect: Interior Designer: Lighting Designer. Contractor Project Mgr.: Frank Poerio Poerio, Inc. 412.366.6700 412.366.1404 fpoerio@choiceonemail.com Contractor Superintendent: Ray Ferguson Poerio, Inc. 860.289.7952 860.289.7951 Environmental: Testing and Inspection: Robert Munck PSI 781.281.2355 860.827.6276 r.munck@psiusa.com Persons Participating: Contact Company Phone Fax E-Mail 1. Steve Sobo May D&C 314.342.6770 314.342.6127 steve sobo@may-ro.com 2. Frank Poerio Poerio, Inc. 412.366.6700 412.366.1404 fpoedo@choiceonemail.com 3. John Samford JSA 412.788.1500 x245 412.787.5960 jsamford@jsa-architects.com 4. Steve Brogan May D&C 5. Alan Beaulieu Filene's 860.282.3006 860.282.4399 6. Ray Ferguson Poerio, Inc. 860.289.7952 860.289.7951 7. Dave Hroncheck DCB 770.992.2277 770.992.0554 davehroncheck dcbandcom an . 8. Paul Diehm May D&C 860.289.7952 860.289.7951 9. Steve Wronski W&H 2O1.933.7840 201.933.2144 12. Jim McGinn Filene's D/C 860.282.3017 860.282.3020 James McGinn@Filenes.com 13. Mike Rickwalder Filene's D/C 860.282.4385 860.282.3020 Mike_Rickwalder@Filene's.com Additional Distribution: Contact Company Phone Fax E-Mail 1. Tim Lawler JSA 412.788.1500 x241 412.787.5960 tlawler@jsa-archftects.com 2. Andrew Rauch JSA 412.788.1500 x214 412.787.5960 3. Tom Mrozenski JSA 412.788.1500 x222 412.787.5960 tmrozenski@jsa-architects.com 4. David Nelson May D&C 314.342.6644 314.342.6127 6. Dana Steel JR Russo 860.623.0569 860.623.2485 j.r.russo@snet.net 7. Matt Austin CCI 314.991.2633 314.991.4614 8. Jeff Evans Benchmark 319.393.9100 319.373.3994 9. John Collins S.Windsor Time,Date, Location of Next Project Meeting Tuesday,July 10,2002 @ 8:00 a.m. 'NOTE-PERSONS IN ATTENDANCE AND ADDITIONAL DISTRIBUTION MUST RECEIVE FAX OR EMAIL COPIES WITHIN 24 HOURS OF MEETING. MAILED COPIES ARE NOT REQUIRED UNLESS SPECIFICALLY REQUESTED. Page 1 of 3 SA New Business: 06/04/02 Date&Item# Description Deadline for Resolution Action Taken B 6-4.1 Material handling CCTV coordination meeting needs to be arranged. 6-4.2 Need Brace letter addressing W&H's hanging of M.H. Equipment. 6-4.3 Al-issue with 6"bumper&trailer impacting of siding. Need to be resolved. 6-4.4 Mike Rickwater better coordination of shutdown for electrical tie-in. 6-4.5 Alan-Need 6"valve on riser 6 outside#43. Open Report Items Carried Forward From Prior Meetings: 06/04/02 Date&Item# Description Deadline for Resolution Action Taken B 2-13.7 Poerio prepared and issued construction schedule. Copy attached. Revised today. Steve Sobo issues: 2-13.25 Poerio to provide minutes from their subcontractor meetings to all parties. Also to give to JSA to attach to their meeting minutes-action reports, RFI Log, FWO Request Log and planning actions. Cary. 5-7: Carry. 6-4: Carry. John Samford (JSA) issues: 2-13.31 Distributed O&M and Warranty Checklist to Poerio to use as a guide in creation of their submittal log and to assist in the project's close-out. (Attached) Will revise. 5-7: Carry. 6-4: Carry. Steve Sobo issues: 4-9.2 Bill Hoffman said to leave parapet wall. Ok with maintenance for accessing roof. 5-7: Need ladder access. 6-4: Frank installed ramp to get ladder. 4-9.3 Hoffman questioned binder installation date-about a month. 5-7: Pave 5-28-02. 6-4: Paving complete. 5-7.1 Do not accelerate wall demo due to roof work and odors. 6-4: Remove wall now. Security by Filenes. Paul Diehm issues: 5-7.3 Smoke vents-One damaged,will need to be replaced. 6-4: On order. Steve Sobo Issues: 5-7.4 Field Work Order to be issued to replace valve in curb box. 6-4: Complete. 5-7.5 Needs JSA letter concerning POS rooms to be affected. 6-4: Complete. 5-7.6 Dennis Krocker to call Joe Pallardy about heads above new trash chute. 6- 4: Ok as is. Page 2 of 3 '5-7.7 Sprinkler submittals missing from section under Mezzanine. 6-4: SA Complete. 5-7.8 One section of racking to be completed after Baler Installation. 6-4: Racks 75% -6/13. Resolved Items: 06/04/02 Date&Item# IDescription Progress: 06/04/02 Date&Item# Description Steel Erection - 100% Sitework-95% Steel Detailing 99% Electrical (Main Building)-80% Electrical (Expansion)-80% Sprinklers(Main Building)-30% Sprinklers(Expansion)-90% Masonry-95% Plumbing Underground-100% HVAC-75% Roofing 95% Less coating Toilet Rooms-60% Plumbing Finish -0 Siding- 100% Dock Equipment-50% Dock Door-0% Fencing&Gate-0% Exterior Painting-0% Attachment U dates: 06/04/02 Date&Item# Description Revision Dates 3112/02 Emergency Telephone Nos. N/A 3/12/02 RFI Log 6/4/02 3112/02 FWO Log 6/4/02 3/12/02 Submittal Log 6/4/02 5/7/02 1 Schedule 1 5/7/02 Page 3 of 3 • 467 LOWRIES RUN RD. 237 +OERIO INC. 412-366-H, 7 - FAX: - 2 366 6767 • FAX: 412-366 1404 24 Hour Ti Mpr`pPC4' phone Numbers Frank Poerio 724-449-3318 Poerio Incorporated Topper& Griggs Dave Ward Structural Steel 860-747-5737 Butler Company Robert Jacobsen Sitework 860-688-8024 Limited Partnership Mike Moyher Concrete 203-795-5987 Allstate Fire Sprinkler, Inc. Dave Thompson Fire Protection 860-246-7711 McLain Electric Co. Jeff McLain Electrical 860-667-9280 MRS Enterprises Inc. Mike Boucher Metal Siding Cell Phone: 860-250-4519 or Dave Lemoine S60-747-4994 CGNT:zAC 7 OR5 ENGINEERS AN E OUAL OPPORTI1AJ17Y FkfP1 nvcR Filene's Windsor Ct Task Name Duration Start End 2002 Jan27 Febro3 Feb/10 Feb/17 Feb/24 Mar/03 Mar/lo Mar/17 Mar/24 Mar/31 A /07 A r/14 A /21 AprJ28 Ma/OS Ma/12 Ma/19 Ma J26 Jun/02 Jun/09 Jun/16 JurLI23IJun/301 JuV07 JuW Mobilize 3 00 d Jan/26/02 Jan/30/02 Temp Road 600 d JarV31102 FebJ07ro2 Earth WorklUti6hes 10 00 d Feb/04102 Feb/15/02 OJo F s Piers 14 00 d Feb/19/02 Mar/06102 SO JoisWeck/EreU. 15 00 d Mar/04IO2 Mar22/02 Conc.Found Wan 29 00 d Feb/19/02 Mar29ro2 Slab on Grade 22.00 di Mar25/02 A rp 23/02 Maso 15 00 dI A r/15ro2 Ma/03/02 Parapet Work 25 00 dI A r/15ro2 Ma/17/02 Roofing 10OOdI Ma 20A2 Junro3102 Melal Sidina 25 00 d A r29102 Jun/03/02 Overhead Doors 11.00 d JuN10ro2 Jun24/02�oadtn t HVAC Dock Equip 11.00 d Apr/15/02 Ju UOI/02 HVAC 55 00 d A r/15ro2 JuU01ro2 Plumbing 55 00 d A r/15/02 JuV01102 Fke Protection 55.00 d A /15/02 JuVOtro2 Elec" 55 00 d A13015ro2 JuV01lD2 Slab on Grade Seal 14 00 d Jun24/02 Jul/12102 Demo Exist. rel 4.00 tl pr/01/02 av/13/0.^,. 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