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Home My WebLink About1535 John Fitch Boulevard (25)A Division of Eastern Materials Testing y FIELD REPORTLaboratory JAWORSKI Project: G&R Marine Client: PDS Engineering GEOTECH, INC. South Windsor, CT Contractor: PDS Engineering Project No.: 00512C Weather:partly sunny Date: July 21, 2000 Purpose:To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Upon this writer's arrival, it was observed that Paul Morin Construction prepared the area shown on the attached Field Sketch. The foundation footing and rebar appeared to conform to project plans and specifications. Subsequently, 8-cubic yards of 3,000-psi concrete was placed by means of the truck chute, then manually worked into place and finished with hand trowel. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. One set of Concrete compressive strength test cylinders was fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: B. Harris Reviewed by: Date: 7/27/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X 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 may be made. FIELD SKETCH Project: Eastern Materials TestingojectNo.: OD JS/a Date: -7 Laboratory a Division ofJaworski Geotech, Inc. i I . N I r- F-2 I I II II I I I I I 2* 116 Mml% I II J I I a6 FWRI FJ 1 I I zI6"X11,4 TE w/ 6 jI 1 a 8/8 MNm I I I I Il 2 i/ f z n Qf A Division of Eastern Materials Testing Laboratory FIELD REPORT JAWORSKI Project: G&R Marine Client: PDS Engineering GEOTECH, INC. South Windsor, CT Contractor: PDS Engineering Project No.: 00512C Weather:cloudy, 82 degrees F Date: July 24, 2000 Purpose:To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Upon this writer's arrival, it was observed that Paul Morin Construction prepared a foundation wall for concrete placement. The rebar appeared to conform to project plans and specifications. Subsequently 9-cubic yards of 3,000-psi concrete was placed by means of the truck chute, vibrated and finished with a hand trowel. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. One set of Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. 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 Sketc ,i""1`i"'% Prepared by: B. Harris i Date: 7/28/00Reviewedby: st fit TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X 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 may be made. FIELD SKETCH Project: Eastern Materials 0 S/a Date: TestingamrojectNo.: G Laboratory a Division ofJaworski Geotech, Inc. ILI N N I IWA4 I I I t I I F-2 i l I I I I I F-z: 6 MON\ I I i l l J II I I 6 wu2PM I I zICOW-elf 5-V w/ F-z 6%b 8/8 WW.m I I I I I I I I 2 iol-n cv cr I I t it Q T' " n c f A Division of Eastern Materials Testing Laboratory FIELD REPORT o •••• ro•ooa o JAWORSKI Project: G&R Marine Client: PDS Engineering GEOTECH, INC. South Windsor,CT Contractor: PDS Engineering Project No.: 00512C Weather:sunny Date: August 3, 2000 Purpose:To perform field density testing. Contractor Activities: Upon this writer's arrival, it was noted that there was no contractor or representative present on site. Observations indicated that the slab on grade had been prepared for slab placement. Compactive efforts were not witnessed by JGI. This writer performed density tests on the interior slab on grade sub-soils. JGI Activities: Six field density tests were performed on previously prepared 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. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: M. Brigandi Reviewed by: Date: 8/14/00 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 DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE X 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 may be made. Eastern Division of Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSK GEOTECH. INC Project: G&R Marine Client: PDS Engineering South Windsor,CT Contractor: PDS Engineering Project No.: 00512C Weather: sunny Date: 8/3/00 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 1 See Field Sketch GBS C977-00 134.1 7.2 133.3 7.9 99:4:::::::: 95 2 See Field Sketch GBS C977-00 134.1 7.2 132.4 8.3 98:;7 95 3 See Field Sketch GBS C977-00 134.1 7.2 132.0 8.5 98.:4: ::::: 95 4 See Field Sketch GBS C977-00 134.1 7.2 127.9 7.2 95::4.%*.'.*.'.'. 95 5 See Field Sketch GBS C977-00 134.1 7.2 128.6 7.6 9.::9: ::. 95 6 See Field Sketch GBS C977-00 134.1 7.2 134.0 7.8 99 9. ::::: 95 MATERIAL DESCRIPTION: C977-00-brown C-F SAND,C-F GRAVEL,little Silt NOTE: FIELD SKETCH Project: G&R Marine East rn Em Materials Testing Project No.: 0 0 512C Date:3 d Laboratory QtG'Ai 1 a Division ojJaworski Geotech, Inc. IIV l 11 1 1 i I r---- --- i r I I F-2 I I I I I I I I J l 6 NNIMN I W/ I bxd8/8WWM ! I I I I 2 I I J in,oil 3• 1 a1. cl_. i I i A Division of Eastern Materials Laboiratory FIELD REPORT JAWORSKI Project: G&R Marine Client: PDS Engineering GEOTECH, INC. South Windsor, CT Contractor: PDS Engineering Project No.: 00512C Weather:sunny, 77 degrees Date: August 8, 2000 Purpose:To review concrete construction and fabricate specimens for strength testing. Contractor Activities: Prior to this writer's arrival, PDS Engineering had prepared the building for slab on grade placement. Subsequently, Tilcon delivered 50-cubic yards of 3,000-psi concrete directly from the chute into the designated areas where it was raked level, bull floated, and hand troweled to finish. JGI Activities: Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: N. Teodoro Reviewed by: Date: 8/11/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X 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 may be made. FIELD SKETCH Eastern oject: G&R Marine Em Materials Testing oject No.: 00512C Date:Laboratory a Division ojJaworski Georech, Inc. i N N i Z---- ---- r--,----- ---- 1' 1 F- t.a.,•na GT I I I I 2 I f2 I I I I I i I I F-2 I J I I 2I F-2 I I i g i• N I I I I I I b"r Rf;tE w/ F-Z 8/ WWM i ( GNf?OL Nf(F-2 I I IIII I 2 I F2 11 N i I I r--- ---- t----- --- — J Q' t A)c N