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Home My WebLink About1395 John Fitch Boulevard (3)MATERIALS ESTINGINC. 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765871STAFFORDROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED# 0320 DATE: 09-24-98 REPORT NO: M-1000 CLIENT: Pelletier Builders AMBIENT TEMP: 630F138MainStreet Coventry, CT 06238 WEATHER: Clear PROJECT: t`tsj101it11tl/j//Farm Tek C044, 1394 John Fitch Blvd. wari£ '';. South Windsor, CT t;•' a SUBJECT: CONCRETE PLACEMENT INSPECTION ENSii ' AL Concrete Placement Locations: Wall and pier footings f Z 3 p gs along column lines: A from 1 to 5 5 from AtoF J from 1 to 5 Total Concrete Yardage This Date: 40 cubic yards @ 3000 PSI All reinforcing steel was properly placed in accordance with drawings: S-1, S-2, S-4, dated 9-1-98. Cylind rs, slump and air content were performed and are as reported on Compression TestResultSheet. This report will follow when compression strength test results are know n. Remarks: 1 set of 4 cylinders were cast. Materials Testing, c. Inspector, Er' Sib rg 2cc: Client Frank A. Soucy paa Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of theU.S.Government. Results only relate to items tested. ATERIALS TESTING INC*9200ROWEAVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765871STAFFORDROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED 0320 DATE: 10-02-98 REPORT NO: M-1001 CLIENT:Pelletier Builders, Inc. AMBIENT TEMP: 580F138MainStreet Coventry, CT 06238 WEATHER: Cloudy PROJECT: Farm Tek rZ e,, 1395 John Fitch Blvd. A South Windsor, CT AA 1 C. SUBJECT: CONCRETE PLACEMENT INSPECTION Concrete Placement Locations: Walls & Piers: A line/ 1- 5 5 line/A- 10' past E 5 line/ H.1 - J J line/ 1- 5 Total Concrete Yardage This Date: 50 cubic yards Q 3000 PSI All reinforcing steel was properly placed in accordance with drawings: S-1, S-2, S-3, 7-15-98. Cylinders, slump and air content were performed and are as reported on Compression Test ResultSheet. This report will follow when compression strength test results are known. Remarks: None. Materials Testing, In Inspector, Ri McK nna Frank A. Soucy 2cc: Client paa Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of theUSGovernmentResultsonlyrelate10itemstested. i ATERIALS TESTING, INC. 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED DATE: 10-09-98 0320 REPORT NO: M-1002 CLIENT:Pelletier Builders, Inc. AMBIENT TEMP: 60°F 138 Main Street Coventry, CT 06238 WEATHER: Light rain PROJECT: Farm Tek 40 1395 John Fitch Blvd. M At);'•y., if 4 iSouthWindsor, CT SUBJECT: CONCRETE PLACEMENT INSPECTION r,SINAI Concrete Placement Locations: Foundation wall on 5 line G to J.2. Total Concrete Yardage This Date: 10 cubic yards @ 3000 PSI Concrete. All reinforcing steel was properly placed in accordance with drawings: Fox Steel #R-1, 9-8-98. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. This report will follow when compression strength test results are known. Remarks: None. Materials Testing, Inc. Inspector, Drew Fraser Frank A. Soucy 2cc: Client paa Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of theU.S.Government. Results only relate to items tested. ATERIALS TESTING, INC. j A 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 (203)878-2765 W111ft=0011F 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED DATE: 10-26-98 0320 REPORT NO: M-1003 CLIENT:Pelletier Builders, Inc. AMBIENT TEMP: 50OF 138 Main Street Coventry, CT 06238 WEATI „f Clear C O14 -I* v, PROJECT: Farm Tek rtl-' A f:•;i 1395 John Fitch Blvd. ar;-' South Windsor, CT I t #1bb8l EN y", ,, ' SUBJECT: CONCRETE PLACEMENT INSPECTION Concrete Placement Locations: Slab on grade-complete building. Total Concrete Yardage This Date: 250 cubic yards of 4000 PSI Concrete. Cylind rs, slump and air content were performed and are as reported on Compression Test Result Sheet. This report will follow when compression strength test results are known. Remarks: None. Materials Testing, Inc. Inspector, Dre Fraser 2cc Client Frank A. Soucy Igb Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of theUSGovernmentResultsonlyrelatetoitemstested n MATERIALS TESTING INC.MV0A0'ff' 1%1*M011F 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED DATE:-_ __ 10-23-98 0320 REPORT NO: M-1005 r CLIENT:Pelletier Builders, Inc. AMBIENT TEMP: 580 F 188 Main Street Coventry, CT 06238 WEATHER: Partly Cloudy PROJECT: Farm Tek EN a ,, 1395 John Fitch Blvd. 4• South Windsor, CT 60 SUBJECT: CONCRETE PLACEMENT INSPECTION 0*. l Concrete Placement Locations: Piers on 2 - 3 - 4 Line, D Line - E.1 Line, G.1 Line Total Concrete Yardage This Date: 38 cubic yards of 3000 PSI concrete. All reinforcing steel was properly placed in accordance with drawings: Pelletier Builders S-1, 7-15-98. Cylind rs, slump and air content were performed and are as reported on Compression T st Result Sheet. This report will follow when compression strength test results are known. Remarks: None. Materials Testing, Inc. Inspector, Drew Fraser aA Frank A. Soucy 2cc: Client paa Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of theU.S.Government. Results only relate to items tested. A/0^"41 MATERIALS TESTING, INC. mi,h1vol 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 (203)878-2765 1`.o0l" 871 STAFFORD ROAD a EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 oJVLAP ACCREDITED DATE 11-09-98 0320 REPORT NO. M-1006 CLIENT Pelletier Builders, Inc.AMBIENT TEMP: 40OF 138 Main Street Coventry, CT 06238 WEAT Partly Cloudy PROJECT Farm Tek O - C` x 1395 John Fitch Blvd. A;°,.'`'. `F C+' South Windsor, CT Cj ilk e SUBJECT Concrete Placement Inspection 1 SIONAL0401140111011 Concrete Placement Locations: Slab on deck between columns 1 & 5 from "D" to H.2. Total Concrete Yardage this Date: One hundred-ten (110) cubic yards at 4000 PSI. Wire mesh placed. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. This report will follow when compression strength test results are known. Remarks: None Materials Testing, Inc., Inspector, Drew Fraser Frank A. Soucy 2cc Client nik Test reports may notbe reproduced without the express permission ofMaterials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S. Government Results only relate to items tested R ATERIALs ESTIN G, NC j 200 ROWS AVENUE MILFORD, CONNECTICUT 06460 ,p (203)878-2765 1`0/1V 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP ACCREDITED DATE: 10-22-98 0320 REPORT NO: M-1007 CLIENT: Pelletier BLfilders, Inc.v'``Ga138MainStreet Coventry, CT 06238 s'400- A° n'; 4= it ilottsl PROJECT: Farm Tek g,•,,I EN O:4. 1395 John Fitch Blvd. A117 South Windsor, CT SUBJECT: FIELD DENSITY TESTING - (ASTM D-2922-D-3017 & PROCTOR ANALYSIS ASTM D-15579) Note: test#'s 8 & 9 were tested on existing on site sandy materials. Client was notified Density Testing were based on improved gravel proctor and do No. 7 correlate with proctor analysis. Results are for client's information only (Virgin on site material). Material: Imported Gravel. Proctor Value: 128.4 PCF. Optimum Moisture: 9.1%. x MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT - %COMPACTION 1 Footing @ 2-D lines.- 7.5 123.5 96.1 Elevation: bottom of footing. 2 Footing @ 3-D lines. 7.8 122.0 95.0 Elevation: bottom of footing. 3 Footing @ 4-D lines. 8.1 121.8 94.9 Elevation: bottom of footing. 4 Footing @ 2-E.1 lines. 8.8 122.9 95.7 Elevation: bottom of footing. 5 Footing @ 3-E.1 lines. 6.6 122.3 95.2 Elevation: bottom of footing. 6 Footing @ 4-E.1 lines. 6.4 121.6 94.7 Elevation: bottom of footing. Page 1 of 2 Client: Pelletier Builders, Inc. 10-22-98 M-1007 Project: Farm Tek ,. Page 2 of 2 1395 John Fitch Blvd. South Windsor, CT. MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT - %COMPACTION 7 Footing @ 2-G.1 lines. 7.1 123.5 96.2 Elevation: bottom of footing. 8 Footing @ 3-G.1 lines. 6.6 120.9 94.2 Elevation: bottom of footing. 9 Footing @ 4-G.1 lines. 5.1 120.5 93.8 Elevation: bottom of footing. r Materials Testing, Inc. Inspector Richard Wright Frank A. Soucy 2cc Client Igb Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S Government Results only relate to items tested