HomeMy WebLinkAbout1739 Ellington Road From:&US Department 203-791.2451 To:John Collins Date:'.�16J02 Time:3:34:00 PM Page 1 of 3
FAX COVER SHEET
SPECTAL TESTING LABORATORIES, INC.
P.U.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax t r a n s m i t t a l
re: Stop& Shop, South Windsor
from: Special Testing Laboratories
date: July 16,2002
pages: 2
NOTES: We are expediting the publication of our reports of inspections and
tests performed at the above referenced project by "faxing" those reports
direct from our computer network. The attached reports have been edited and
proofread, but do not bear signatures and seals. Copies of these reports bearing
such signatures and seals will be copied, bound, and sent to the client at the end
of the project.
The following reports are being faxed immediately following this cover page.
Reports Dated: 6-14-02S&7-10-02A
From:N1IS Department 203-791-2451 To:John Collim Date:'.116/02 Time:3:34:00 PM Page 2 of 3
Client: Bartlett Brainard Eacott Inc..,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: D. Toth(AWS#00081161)
PO (200 Bethel,CT 06801 Date: July 10 2002 Non-dw-structive Testing(FN)
�-- Phone
ZU3)7�{ ,281 Fax{�U3 i;y 1 2451 �
Welding Contractor: N/A Architect: Landry Architects Engineer: DLB Associates,Inc.
REPORT OF COLUMN PLUMB INSPECTION
An authcni7ed representative of this firm was dispatched to the above project site to perform a Column Plumb inspection
using a 12'Telescoping Plumb Bob. The following columns were inspected:
INSPECTED: Ground to roof at Column Line E to A,1 to 6.
The Columns in the above noted area was rejected(see note below).
NOTE: Column rejected at B-4-V2" S,BA-4-ill" S,C-4-V2" S,C-3 -1/s" S,%"W.,D-2-1✓2" W. Foreman
&job superintendent notified. Reinspection is required.
REPORTED TO:Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted.
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS'REPORT SHALT.NOT BE USED TO CLAM PRODUCT ENDORSENM�Tr BY NVLAP OR ANY OTHER GOVERNMENT AGENCY,
THE FOREGOING LN70B biATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PU3LICATION ONLY WITH OUR EX?RESS PER1bIISSION.
SPFC''TAT.TFSTfNC TARORA7 nRTF.4,TNC FXrTJTnF S AT.T,LTARTT.TT-Y FOR WORK PF.RFOR'kTT)BY 07W.RS
�- Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-24'1 To:Johr Collins Date.'/16/02 Time.3:34:00 PM Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South NVIndsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkR0 R-kT(JRIES,INC. Inspector: S. Mulphy
Po Sox uw Beuirl,C01111rcticut 09801
Phone(203)?43 7291 Fax(203)-9124s1 Date.: June 14,2002 Concrete Report
C ONC'RYTF INSPFt'TION
Wrathcr: Cloud-w drizzle Air TCtupGratuie: 75`Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: June 17, 2002
MASS (PST)
Volume Tnspec:ted(cubic yards) 25.0
Total Volume Inspected to Date(cubic cards) 22.9.0
Inspection Start Time 1200
Inspection Finish Time 1530
Inspection Duration(hours) 3.5
Concrete Field Inspection and Test Results
Field Set rx 12 A-D
Truck t* 123
TicL-t ii 6639
Tinier Batched 1044
Time Discharge 1149
Air Content(%) 3.5
Slump+'inches) 4.5
Concrete Temperature ff) 72
Density(lbs eu ft) 147.2
Locations: Elet-ator pact walls and Footing on G Line,from B.D to F.b. Line and Piers: C-5;C-4.
Remarks:None
Deviations front the Specified Test Methods: None
Concrete Compression Test Results
SET 12
CYLINDER 4 021"3449 02("3450 021"3451 021"3452
CURING METHOD Moist Moist Moist Moist
CONDITION Good Good Good Good
TESTED AT(days) 7 28 28 28
TOTAL LOAD Obs) 87,000 112,000 115,000 117,500
PSI 3,080 3,9450 4,070 4,160
BREAK TYPE D D D D
REFERENCEASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Repported TO:CLIENT'13U 1L DING OFFICLILL.OWNER kEPRE,SI r.s.'rIV L kNDRY ARCHI.TEC TS:ER.DNLILN ANITHONY&ASS(UC1.31 rht;:APPL EDORE,
ENr,DMM1Nr INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SWILL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORFAED BY OTHERS.
AREA OFFICES INbAN URY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Depaitawt.203-791-2451 To::ohn Collins Date:7/25/02 Time:2:14:28 PM Page 5 of 7
• Client: Bartlett Brainard Eacott Inc;.,Bloomfield,CT
S T L Project: Stop&Shop,Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: D. Toth(AW S#00081161) Page: 1 of 2
PO Box 200 Bethel,CT 06801
Phone(1203)743 728 i F x(2.03)791 2451 Date: Julv 18,2002 Non-destructive Testing(FN)
Welding Contractor: Kenerect Architect: Landry:Architects Engineer: DLB Associates,Inc,
REPORT OF COLUMN PLUMB INSPECTION
An authorized representative ofthis firm was dispatched to the above project site to perform a Column Plumb inspection
using a 12'Telescoping Plumb Bob. The following columns were inspected:
INSPECTED: Area-Lines A to E, 1 to 6 accepted(see note 1). Lines E to G.B,6 to 3 accepted.
The above noted areas were accepted(see note below).
NOTE: This is a reinspection of column having unacceptable test results on STT,report dated 7/10/02
REPORT OF VISUAL INSPECTION OF WELDS
STL inspector also conducted an inspection on the following Welds/Structural Members:
INSPECTED: Field welds at open web joist seat welds at high roof at lines 1,2 &3 -B to F(see note 1). Note-east
side of line 2 remains incomplete pending engineer directive.
The above noted Welds were accepted(except see note below).
REFERENCE DRAWING:
The following is the result of our inspection:
SHOP ORFIELD'AELDED: Field WELDING PROCESS: SMAW WELDER QUALIFICATION. Accepted
TYPE OF MACHINE;S). Miller POLARITY. DCEP ELECTRODE SIZE(S). 1,18"
ELECTRODES: E7018 NUMBER LAYERS OR BEADS: Single.Multiple WELD S17E(S): 1,4"
'AUDINOT POSITION USED Horizontal TYPE OF WELDS: Fillet
APPRUMMATE TOTAL LINEAR INCHES OF MELDS MADE: 480" ACCT?TED: 120"
REJECTED: 360"
NOTE: Welds at line 1 &2 B to F, all noted to be either undersize,under length or both, Foreman notified this date
(ref. drawing JE/3 -det 4A& 10). Job superintendent notified,reinspection is required.
From:M Department 203-%91-2451 To:John Collins Date-'/25/02 Time:2.14:28 PM Page 6 of 7
Client: Bartlett Brainard Eacolt Inc.,Bloomfield, CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTNG LABOR.A.TORIES,INC. Inspector: D. Toth(.kWS#00081161) Page:2 of 2
PO Box 20C Bethel,Connecticut 06801
Phone(203)743 7281 Hax(20,1 '91 2451 Date: July 18,2002 Non-destructive Testing(F-N)
REPOR'1 ED TO: Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony. &:associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
Jolui IIarchnan,P.E.
Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THTS RF.P0RT S14AT,T.WOT RF.TTSFD TO M.ATM PRODIX'T F MORSFMFNTBYN-MAP OR ANY OTRF.R C:n"IF.RN1 VENT ACFNCY
THE FOREGON G INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PEILNUSSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFri-TS IN D.ANBURY-FbkRTFORD-NEW HAVEN-NEAV LONDON
Frorn:MS Departrnert 203-791.2451 To:John Collins Date:'/25i02 Time:2:14:28 PM Page 1 of 7
FAX COVER SHEET
SPECTAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax t r a n s m i t t a l
re: Stop&Shop, South Windsor
from: Special Testing Laboratories
date: July 25,2002
pages: 4
NOTES: We are expediting the publication of our reports of inspections and
tests performed at the above referenced project by "faxing" those reports
direct from our computer network The attached reports have been edited and
proofread, but du not bear signatures and seals. Copies of these reports bearing
such signatures and seals will be copied, bound, and sent to the client at the end
of the project.
The following reports are being faxed immediately following this cover page.
Reports Dated: 6-21-021,6-24-02S,7-18-02.1n&7-23-02A
From:MIS Depatnnent 203-791-2451 To:John Collins Date:7/25/02 Time:2:14:28 PM Page 2 of
Client: Bartlett Brainard Eacolt Inc., Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: D. Toth (AWS#00081161) Page: 1 of 2
PO Box 200 Bethel,CT 06801
Phone'203)743 7281 Fax(203)791 2451 Date: July 231 2002 Non-destructive Testing(FN)
Welding Contractor: Kenerect Architect: Landry Architects Engineer: DLB Associates,Inc.
REPORT OF COLUMN PLUMB INSP +'C T10N
An authorized representative ofthis firm was dispatched to the above project site to perform a Column Plumb inspection
using a 12'Telescoping Plumb Bob. The following columns were inspected:
INSPECTED: Ground to roof and ground to mezzanine level at Column Lines 1 to 3. H to E.
The above noted area was accepted
REPORT OF VISUAL INSPECTION OF WELDS
STL inspector also conducted an inspection on the following Welds/Structural 1Jenibers:
INSPECTED: Field welds at open web joist seat welds at 1)Line 1 &2 -B to F(see note 1). 2)Line 4&5 -B to F -
area complete and accepted.
The above noted Welds were accepted(see note below).
REFERENCE DRAWING:
The following is the result of our inspection:
SHOP OR FIELD WELDED. Field WELDING PROCESS. SMAW WELDER QUALIFICATION, Accepted'
TYPE OF MACHIND' ): Miller POLARITY: DC'EP ELEt T RC1PE SIZEM: 1181,
ELECTRODES- E7018 NLMI ER LAYERS OR BEADS- Single,Nhiltiple WELD SIZE(S)- 1,14"
WBLDIN-T POSITION USED: Horizortal TYPE OF WELDS: Fillet
APPROXIMATE TOTAL LINEAR INCHES OF WELDS MADE: 360" ACCEPTED. 360"
NOTE: This is a reinspection of welds noted to be unacceptable on STL report dated 7/18/02 Area reworked and
accepted this date.
REPORT OF FIELD BOLT IN SPECT ION
Manufacturer of Bolts:N/A Bolt Marlungs: 0325 Bolt Diameter: 3/a". 1"
STL inspector also inspected Tension Control Bolts in accordwice witll AISC specifications. A visual inspection Of
bolts in the noted area(s)was performed to check for Spline Separation.
INSPECTED: Roof level at Column Lines B to F, 1 to 3.
The above noted area was accepted
From:114IS Department 203-791-2451 To:Sohn Collins Date:'/25/02 Time:2:14:28 PM Page 3 of 7
Client: Bartlett Brainard Eacott Inc., Bloomfield, CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: D. Toth (AWS 4 00081 161) Page:2 of 2
PO Box 200 Bethel,Connecticut 06801
Phone(203)743/2S1 Fax(203)7912451 Date: July 23,2002 Non-destructive Testing(FN)
REPORTED TO: Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony& Associates;
Appledore Engineering Inc.
Respectfi><lly submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Specialc-Director
Vice President
John Hardman,P.E.
Vice President
TM RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY AVLAP OR ANY OTHER GOVERNMENT AGENCY.
TAE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBL•ICAnGN ONLY WITH OUR EXPRESS PERMISSION.
SPECIA1 TESTING LABORATORIES,INC EXCLUDES ALL L1AB1LTfY FOR WORK PERFORMED BY OTHERS
R9 AREA OkIACES IN DANBLIRY-lid lt'1F0KD-NEW HAVEN-NEW LOND(1N
From:NIIS Depaftment 203-'791-2451 To:John Collins Date:11/13/02 Time:3 26:30 PM Page 1 of 4
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax t r a n s m i t t a l
re: Stop& Shop, South Windsor
from: Special Testing Laboratories
date: November 13,2002
pages: 3
NOTES: We are expediting the publication of our reports of inspections and
tests performed at the above referenced project by "faxing" those reports
direct from our computer network. The attached reports have been edited and
proofread, but tlu not bear signatures anti seals. Copies of these reports bearing
such signatures and seals will be copied, bound, and sent to the client at the end
of the project.
The following reports are being faxed immediately following this cover page.
Reports Dated: 10-10-021,10-14-02S&11-11-021h
From:NIIS DeparVnent 203-791-2451 To:John Collins Date:11113/02 Time:3.26:30 PM Page 2 of 4
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop& Shop, Store 699,South Windsor,C 1-
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,NC. Inspector: A. Petrolle(AWS-CWI#95041131)
PO Box 200 Bethel,CT 1 1 Date:November 11�2002 Non-destructive Testing(FN)
1'nonc�;2U3}743 ,2�1 Faxx((,.,20 U3)791 24.,
Welding Contractor: Bayside Steel Architect: Landry Architects Engineer: DLB Associates,Inc.
REPORT OF COLUMN PLUMB INSPECTION
An authcn-ized representative ofthis firm was dispatched to the above project site to perform a Column Plumb inspection
using a 12'Telescoping Plumb Bob. The following columns were inspected:
INSPECTION AREA: Ground to roof(1 story)at Column Line T5 &T6 columns T4&E
The Columns in the above noted areas were accepted(see note below).
NOTE: 1)There appears to be an issue with the anchor bolt locations. The erector is waiting for direction on how to
ecnreetthe issue. The structural steel cannot be plumbed as set on the anchor bolts. 2)2 existtng columns have just 2
anchor bolts. The base plates have 4 holes for 4 anchor bolts. The existing columns are by column E&T5.
REPORT OF FIELD BOLT INSPECTION
Manufacturer of Bolts:NiA Bolt Marldngs: A325 Bolt Diameter: 3'4"
STL inspector also inspected Tension Control Bolts in accordance with RISC specifications. A visual inspection of
bolts in the noted area(s)was performed to check for Spline Separation.
INSPECTED: Roof fi-aming at Column Line T6 (3 columns),colunul T3,T4, T5,T6&column E.
The above noted area was accepted(see note below)
NOTE: The column caps have not been bolted;there appears to be an issued with the plumbing of the columns.
REPORTED TO:Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
'I HIS REPORT SHALL NOT BE USED TO C'LADA PROD UC I'hNDORShMENT 13Y NVLAY OR ANY OTHER GVVERN1M EN1.AG NCY
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY NVrrH OUR EXPRESS PERNaSSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LLAB111TY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDO'