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Home My WebLink About124 Commerce Way (2)TRI-STATE TESTING 14e Tri-State Materials Testing_. g Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford, CT 06492 •(203)949-7733 • Fax(203)949-7735 198 -z 00 20^-ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 005 Page 1 of 2 170 Commerce Way Date: 12/12/00 South Windsor, CT Inspector: George Mastrianni Project: Windsor Steel Contractor: W.J. Mountford Sample: Soil Fill Test: In Place Density Test- In Place Moisture Content Method: ASTM D2922 - ASTM D3017 r.;n s 7a4i'• ag k• s'"' 1s`YF...E,:a i^+y':, • .`;N.,°S<,.'1o w% y..tL'k,.ljd'.,s.'w`YiY H. iRd 'rS{V.'F": "''CiV^.v a F"{•v'Y3. 'iohE'.., .3.Y,,•Zix•F' N,•,>r 5'Z^,.:<Q h:" XY"fyd,.yy,q.Yc<A 'aYi'n< •''.;..o:i! .:Y yY;e„,Tf./''< F s.:rr,s^.:.,€";:.:ae'''^^',`i,i";"x3•" "°;gin"z";:'s:r':^•^, wuM u'Fs' .'s:g;x Y., 1 St lift 3' below ton of wall - Office Building 1 10' N. of South wall 10.7 110.2 112.5 97.9 3' E. of west wall 2 25ft N of south wall 12.3 110.4 112.5 98.1 3' E of North wall 3 30' E of West Wall 7.7 105.5 112.5 96.5 3' S of North Wall 4 30' W. of East Wall 14.0 111.5 112.5 99.1 3' S. of North Wall 5 20' S. of North Wall 15.1 111.3 112.5 99.0 3' W. of East Wall 6 40' West of East Wall 11.9 110.3 112.5 98.1 3' North of South Wall Remarks: Material Type: Common Fill Proctor Dated: 11/27/00 Item # Brown Course Sand Max. Dry Density: 112.5 Min. Comp. Req. 95% Optimum Moisture: 9.6 Complies: Yes Reported To: W.J. Mountfor4,J; gs4ii*Wence Assoc. Kahn& Baye .IqiTheabovereporteddataisthepropertyoftheclientNoreproductionoftheabovedatawithoutthesole 0 permission of Tri-State Materials Testing Lab,Inc Tri-State Materials Testing accepts no liability for work Submitted By: Tri-State'^' Inc. executed by others g:V Sami H. Hajjar, P.E.yt y: .N is • NS•titi yN NAa New York City • Long Island • Edison. NJ • Wallingford CT • Dover. DE Put us to the test. and our 20 years of experience" TRI-STATE 0,S TESTING 14. P Tri-State Materials Testing. g Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949-7733 • Fax(203)949-7735 1 so-2 00 70-ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 005 Page 2 of 2 170 Commerce Way Date: 12/12/00 South Windsor, CT Inspector: George Mastrianni Project: Windsor Steel Contractor: W.J. Mountford Sample: Soil Fill Test: In Place Density Test -In Place Moisture Content Method: ASTM D2922 - ASTM D3017 xti.rri '' °j",i ei.r,"?.f• :rw3a era rZ•u.Av''2i iA'e, .:r e 5! y.; ^ sqT e'r y^F. a t rf<21 max;,y.`rid °, sy N Y` x 2nd lift 1 Vz' below ton of wall Office Building 7 3' N. of South wall 14.0 108.5 112.5 99.1 20' W. of east wall 8 30ft W of east wall 12.4 111.5 112.5 99.1 3' N of South wall 9 20' N of South Wall 12.7 112.0 112.5 99.6 3' E of West Wall 10 40' E. of West Wall 12.0 109.7 112.5 97.5 3' S. of North Wall 11 20' S. of North Wall 9.7 108.5 112.5 96.5 3' W. of East Wall 12 40' West of East Wall 14.7 111.3 112.5 98.9 3' North of South Wall Remarks: Material Type:Common Fill Proctor Dated: 11/27/00 Item # Brown Course Sand Max. Dry Density: 112.5 Min. Comp. Req. 95% Optimum Moisture: 9.6 Complies: Yes Reported To: W.J. Mountford, The Lawrence Assoc. Kahn&Bayer St W The above reported data is the property ofthe client No reproduction of the above data without the sole Submitted By: Tri—State M\ It • J Inc.permission ofTri-State Materials Testing Lab,Inc Tri-State Materials Testing accepts no liability for work executed by others Q. •' J,. Sami H. Hajjar, P.E. y:'y NA New York City • Long Island - Edison. NJ • Wallingford. CT • Dover. DE Put us to the test. . .and our 20 years of experience" TRI-STATE oa`S IESTNc L04,/* c Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road, Wallingford,CT 06492 *(203)949-7733 Fax(203) 949-7735 oia-s000 n ecno+•e Client: W.J. Mountford, Co. Report#: 005 Page 1 of 1 170 Commerce Way Date: 04/12/01 South Windsor, CT 06074 Inspector: George Mastrianni Project: Windsor Steel Contractor: W.J. Mountford Sample: Soil Fill Test: In Place Density Test - In Place Moisture Content Method: ASTM D2922 - ASTM D3017 Elevation Dt Location Moisture" ae0tytY Suh (Trade bevel 1 One Line 8,North Wall Sub Grade 8.70 109.7 112.5 97.5 2 One Line 6,North Wall 9.20 110.2 112.5 98.0 3 One Line 4,North Wall 9.40 110.4 112.5 98.0 4 One Line 8, South Wall 8.90 107.9 112.5 96.0 5 1 One Line 6, South Wall 10.0 108.4 112.5 96.5 6 One Line 4, South Wall 8.40 107.5 112.5 95.5 7 1/ 2 way between 8 line, N & S 9.50 109.2 112.5 97.0 8 1/ 2 way between 6 line, N & S 9.20 108.7 112:5 96.5 9 1/ 2 way between 4 line, N & S 449.80 110.4 112.5 98.0 Remarks: Material Type:Brown Coarse Sand Proctor Dated: 11/27/00 Item # Max. Dry Density: 112.5 Min. Comp. Req. 95% Optimum Moisture: 9.6 Complies: Yes Reported To: W.J. Mountford, ssoc.ti C.=sipTownofSouthWindsor , , .B;ayF r•S1'rttk l Eng. Theabove reported data is the property ofthe client No reproduction of the above data without the sole permission ofTri-State Materials Testing Lab Inc Tri-State Materials Testin accepts no liability for wort. Submitted By: Tri-State t r '''` =r1' , Inc. executed by others Sarni H. Hajjar, P.E. V ••ra fit J 1• •..e..`'•t./. New York City a Long Island•Edison,NJ Wallingford,CT a Dover,Ni,1no11teuN Put us to the test...and our 20 years of experience" TR1-STATE J1918 SIESTING Cqe Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 Fax(203)949-7735 W-„.WVWWA.° INSPECTION.ENGINEERING Client: W.J. Mountford, Co. Report#: 006 Page 1 of 1 170 Commerce Way Date:. 04/17/01 South Windsor, CT 06074 Inspector: George Mastrianni Project: Windsor Steel Contractor: W.J. Mountford Sample: Soil Fill Test: In Place Density Test - In Place Moisture Content Method: ASTM D2922 - ASTM D3017 Elevation Pry a :" :,' Location Moisture D"ensii 1) C Test 1-4 was taken inside of hldg. 1 Column 9 south side 76.50 4.7 107.4 112.5 95.5 2 Column 8 south side 77.50 4.2 110.2 112.5 98.0 3 Column 3 north side 76.50 6.5 108.7 112.5 96.5 4 Column 4 north side 77.50 5.7 108.2 112.5 96.0 Test taken (a, slab trade 1 Column 5 1/3 in from north 79 6.2 111.0 112.5 98.5 2 Column 8 1/3 in from north 79 5.4 109.4 112.5 97.0 3 Column 4 1/3 in from south 79 4.9 107.9 112.5 96.0 4 Column 9 1/3 in from south 79 5.7 108.5 112.5 96.5 Remarks: Material Type:Brown Coarse Sand Proctor Dated: 11/27/00 Item # Max. Dry Density: 112.5 Min. Comp. Req. 95% Optimum Moisture: 9.6 Complies: Yes Reported To: W.J. Mountford,The Lawrence Assoc. Town of South Windsor, Kahn&Bayer Structural Eng. The above reported data is the property ofthe client No repate Matcuon o theTestingabove cc data without the sole Submitted By: Tri-State Materiats„Ti Lab., Inc.permission of Tri-State Materials Testing Lab Inc Tri-State Metenals Trsung accepts no liability for wort executed b%others Ze Sami H. Hajjar, P.E. 1'C;. • I VA LAt a j/ M New York City •Long island Edison,NJ Wallingford, CT •Dover' s'•,eNo' `y •, ,'^° PUT US TO THE TES T...AND 0UR 20 PLUS YEARS OFEXPERIEffW 's