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Home My WebLink About1645 Ellington Road (4)NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, I M PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) a NVLAP Accredited for Construction Testing Services co REBAR INSPECTION to — CLIENT: Savings Bank of Rockville PROJECT NOS:%;0,*7,4, PROJECT: Savings Bank of Rockville REPORT NO. :001 DATE: April 27, 2000 PAGE: 1 of 2 LOCATION: B-Line and C-Line, 1 Through 14 INSPECTOR: Mark Richardson Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments: #5s continuous bottom of footing as 12" on center; 4s and #6s. 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: 3 . Positioning of Rebar: Use of chairs: Comments: Yes, chaired off ground for 3" coverage. Adequacy of firm tie offs: Tie off was adequate Comments: Are dowels in place now? : No X Yes N/A Comments: 4 . Rebar splicing: Diameter of laps: #4 1' -6" ; #5 1' -11410 ; #6 2' -3" Is wiring adequate? Comments: Test reports may not be reproduced except in full with approval of IMTL All results relate only to the Items tested. Test reports must not be used by client to delm product endorsement by NVLAP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 001 April 27, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6 . General condition of forms in place: Cleanliness: Oiled: Yes:No: X Conditions: Comments: 7 . Quality of formwork: Trueness in 3611 : Straight Plumbness in 3611 :True Line Straightness: Plumb Bracing: Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Various 12" 36" Comments: . 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes X No If so, for which item numbers: 10 . List discrepancies: PC: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / Gene Bowles, Vernon Building Official bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, ING.:'111:.,; 0 _.. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) A7-6455.- NVLAP Accredited for Construction Testing Services REBAR INSPECTION L l 01 CLIENT: Savings Bank of Rockville PROJECT " 4:4I PROJECT: Savings Bank of Rockville REPORT NO. . DATE: May 2 , 2000 PAGE: 1 of 2 LOCATION: Elevator Footing INSPECTOR: Brian Benson Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Defic-encies : Comments : Satisfactory; #5s at 12" on center each way, top_ and bottom; #5 dowels at 12" on center interior face. 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies : Comments : 3 . Positioning of Rebar: Satisfactory Use of chairs : 3-1/21 continuous steel . Comments : Adequacy of firm tie offs : Comments : Are dowels in place now? : No Yes X N/A Comments : 4 . Rebar splicing: Diameter of laps : Is wiring adequate?Yes Comments: Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 012 May 2, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc.Depth: 1-1/2" Width: 3-1/2" Shape:XComments : The contractor is to hand-cut keyway. 6 . General condition of forms in place: Cleanliness : Satisfactory Oiled: Yes :No: x Conditions : Comments : 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Line Straightness : Bracing: Comments : 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : Comments : . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers : 10 . List discrepancies : Rebar shopdrawings showed a rubber waters op, s ructural drawing did not specify a waterstopThecontractorhadnowaterstopmaterialonsite. The contractor stated he would place Voclay waterstop in keywaywhenplacingwall . pc : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson,Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET LABORATORIES,P.O. BOX 745 PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860007` =• ' '''' NVLAP Accredited for Construction Testing Services = REBAR INSPECTION 40 t PO f CLIENT: Savings Bank of Rockville PROJECT NO-.v sS1a,. •'.` illll m0 PROJECT: Savings Bank of Rockville REPORT NO. :010 DATE: May 4, 2000 PAGE: 1 of 2 LOCATION: Footing from D/1 to M/2 INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Clearances to forms required adjustments. Comments: Rebar sizes and spacing were correct. 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Rebar was clean and Grade 60. 3 . Positioning of Rebar: Good Use of chairs: Continuous high chairs used to support rebar. Comments: Adequacy of firm tie offs: Good Comments: vertical pier dowels tied in place. Are dowels in place now? : No Yes X N/A Comments: 4. Rebar splicing: Good Diameter of laps: 36 bar diameter laps Is wiring adequate? Yes Comments: Test reports may not be reproduced except In full with approval of IMTL All results relate only to the Items tested. Test reports must not b used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 010 May 4, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: Keyed with continuous horizontal reinforcement. 6. General condition of forms in place: Cleanliness: Good Oiled: Yes:No:X Conditions: Good Comments: 7. Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Line Straightness: Good Bracing: Good Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Dimensions were correct. Comments: . 9. Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers: 10 . List discrepancies: pc: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / Gene Bowles, Vernon Building Official bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, 11*q.: ;A;^ PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 74:tl NVLAP Accredited for Construction Testing Services r REBAR INSPECTION p CLIENT: Savings Bank of Rockville PROJECT N S ' C;:J ; •\`\ zv . g r 4 c, `. fit PROJECT: Savings Bank of Rockville REPORT NO. : 014 DATE: May 8, 2000 PAGE: 1 of 3 LOCATION: Walls INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1. Rebar sizes, spacing. from each other and formwork: Deficiencies: Comments: Rebar sizes and spacings were correct. 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Rebar was clean and Grade 60. 3 . Positioning of Rebar: Satisfactory Use of chairs: Used to chair off footings. Comments: Adequacy of firm tie offs : Satisfactory Comments: Top bars hung and tied off. Are dowels in place now? : No Yes N/A X Comments: 4 . Rebar splicing:Good Diameter of laps: 36 bar diameters Is wiring adequate?Yes Comments: O Test reports may not be reproduced except In full with approval of iMTL All resuHs relate only to the Items tested.Test reports must not be used by client to claim product endorsem nt by NVLAP r any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 014 May 8, 2000 Page: 2 of 3 5 . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: Keyway was clean. Walls keyed with continuous rebar. 6. General condition of forms in place: Cleanliness : Good ' Oiled: Yes: X No: Conditions:Good Comments: Steel forms used 7. Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness: Good Bracing: Good Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions:12" walls Comments: . 9. Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers: 10 . List discrepancies: The writer spoke with WJ Mountford about curing tne waiis per ACI 301, Section 12 . The Engineer has specified this. WJ Mountford plans to use a curing compound. pc: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S. Windsor Building Offical bh GJAc.Ls Savings Bank of Rockville Project No. : 4741 Report No. : 014 May 8, 2000 Page: 3 of 3 NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC,,,';;ar-rr , PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747,::' NVL4P Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO.s PROJECT: Savings Bank of Rockville REPORT NO. :016 DATE: May 9, 2000 PAGE: 1 of 2 LOCATION: Column Footings D-8, 10, 12 and 4 INSPECTOR: Mike Celotti Percentage of Completion at Time of Inspection REBAR: 100$FORMWORK: 100-W 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Satisfactory 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Satisfactory 3 . Positioning of Rebar: Per specs. Use of chairs: Adequate Comments: Adequacy of firm tie offs: Adequate Comments: Are dowels in place now? : No Yes X N/A Comments: 4. Rebar splicing:40+ bar diameters Diameter of laps: Is wiring adequate?Yes Comments: Test reports may not be reproduced except In full with approval of IMTL. All results relate ony to the Items tested. Test reports must not b used by di nt to claim product endorsem nt by NVLAP or any agency of the US Govemm nt. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 016 May 9, 2000 Page: 2 of 2 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in place: Cleanliness: Clean Oiled: Yes: X No: Conditions:Good Comments: 7. Quality of formwork: Trueness in 36" : True Plumbness in 36" : Plumb Line Straightness: Straight Bracing: Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: . 9. Is a follow-up inspection'necessary just prior to the concrete placement: Yes X No If so, for which item numbers: 10 . List discrepancies: pc: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S. Windsor Building Offical r bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABOR PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860)?4-- NVLAP Accredited for Construction Testing Services _ j= REBAR INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO.',`4.T1. ` ` PROJECT: Savings Bank of Rockville REPORT NO. :019 DATE: May 10, 2000 PAGE: 1 of 2 LOCATION: Lines 1 and 2 , F to M INSPECTOR: Curt Phillips Percentage of Completion at Time of InspectionREBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork:Deficiencies : Comments : Satisfactory; the contractor made adjustments forclearancesfromformwork. Reinforcement was consistent withstructuralandrebardrawings. 2 . Rebar quality, cleanliness, rust, grease, etc. : SatisfactoryDeficiencies : Comments : 3 . Positioning of Rebar: SatisfactoryUseofchairs : Comments : Adequacy of firm tie offs : SatisfactoryComments : Are dowels in place now? : No Yes N/A XComments : 4 . Rebar splicing: Satisfactory Diameter of laps . 36 bar diameters Is wiring adequate?Yes Comments: Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete Savings Bank of Rockville Project No. : 4741 Report No. : 019 May 10, 2000 Page : 2 of 2 5 . Construction joint quality -- cleanliness, water, etc. Depth: 2"Width:4" Shape: Chamfer Comments : Keyed with continuous horizontal steel 6 . General condition of forms in place: Cleanliness : Satisfactory Oiled: Yes : X No: Conditions : Satisfactory Comments : 7 . Quality of formwork: Satisfactory Trueness in 3611 : Satisfactory Plumbness in 361177 Satisfactory Line Straightness : Satisfactory Bracing: Satisfactory Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : L: 64' 1 H: 4' ; W: 1' Comments: . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers : 10 . List discrepancies : The writer recommended that pier anchor o `s Joe piacea prior to pouring the wall The Superintendent elected to wet set bolts Therefore, these embedments could not be confirmed during inspection of reinforcement . PC : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET t>>>rrrrrrir, P.O. BOX 745 LABORATORIES, IN. PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) '4 _ NVLAP Accredited for Construction Testing Services = REBAR INSPECTION I{f :f CLIENT: Savings Bank of Rockville PROJECT NO. 4,, -4741 PROJECT: Savings Bank of Rockville REPORT NO. : 021 DATE: May 15, 2000 PAGE: 1 of 2 LOCATION: Footings at B/2 and M/4 to L/9 INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments : Rebar sizes and spacing were correct . 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies : Comments : Rebar was clean. 3 . Positioning of Rebar: Good Use of chairs : Used to chair rebar 3" off earth. Comments : Adequacy of firm tie offs : Good Comments : Are dowels in place now? : No Yes X N/A Comments: 4 . Rebar splicing:Good Diameter of laps : 36 bar diameters Is wiring adequate?Yes Comments : Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. . 4741 Report No. . 021 May 15, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments : Keyed with continuous horizontal steel . 6 . General condition of forms in _place: Cleanliness : Good Oiled: Yes :No: X Conditions :Good Comments : Soft mud and water removed from bearing surface. 7 . Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Line Straightness : Good Bracing: Good Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions :Dimensions met or exceeded drawings . Comments : . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers : 10 . List discrepancies : PC : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, IN,G; PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860),643 -.,=_;`'•••. - NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Savings Bank of Rockville PROJECT PA 1, PROJECT: Savings Bank of Rockville REPORT NO. :023 DATE: May 16, 2000 PAGE: 1 of 2 LOCATION: Wall from D-2 to 2-4 and from D-14 to I-13 INSPECTOR: Mike Celotti Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments : Satisfactory 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies : Comments : Satisfactory 3 . Positioning of Rebar: Per specs . Use of chairs : Adecruate Comments: Adequacy of firm tie offs : Adequate Comments: Are dowels in place now? : No Yes X N/A X Comments : 4 . Rebar splicing: 2 ' -6" Diameter of laps : Is wiring adequate?Yes Comments : Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcretSoilsSteelBuildingProductsBituminousConcrete Savings Bank of Rockville Project No. : 4741 Report No. : 023May16, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc.Depth: Width: Shape:Comments : 6 . General condition of forms in place:Cleanliness : Clean Oiled: Yes : X No :Conditions : Good Comments : 7 . Quality of formwork: Trueness in 3611 : True Plumbness in 3611 : Plumb Line Straightness : Straight Bracing: Adequate Comments : 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : Comments : . 9 . Is a follow-up inspection necessary just prior to theconcreteplacement : Yes X NoIfso, for which item numbers : 10 . List discrer)ancies : PC: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson,Russell Dawson / John Collins, S. Windsor Building Offical bh NDEPENDENT MATERIALS TESTING57N. WASHINGTON STREET P.O. BOX 745 LABORATORIES,LABOR 1"`^•' +^ ' PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) f47=64 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. : PROJECT: Savings Bank of Rockville REPORT NO. :026 DATE: May 17, 2000 PAGE: 1 of 2 LOCATION: Elevator Walls Footings INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 10096 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Adjustments to clearances and coverage required. Comments : Rebar and spacing were good. 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies : Comments : Rebar was clean and Grade 60 3 . Positioning of Rebar: Satisfactory Use of chairs : Chairs used to support rebar off earth Comments : Rebar was positioned per drawings . Adequacy of firm tie offs : Good Comments : Rebar was secured in place to keep it from movingduringconcreteplacement . Are dowels in place now? : No X Yes N/A Comments : Slab dowels were wet set . 4 . Rebar splicing: Good Diameter of laps: 36 bar diameters Is wiring adequate? Yes Comments : Bars were full length. Corner bars used to makebarscontinuous. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete Savings Bank of Rockville Project No. : 4741 Report No . : 026 May 17, 2000 Page: 2 of 2 5 . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments : Footings keyed and clean and ready to receive concrete. 6 . General condition of forms in place: Cleanliness : Good Oiled: Yes :X No: Conditions : Good Comments : 7 . Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness :Good Bracing: Good Comments : 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : Dimensions were correct . Comments : . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers: 10 . List discrepancies : W.J. Mountford used a nail on type wa ers op WHIM was adhered to the footing. pc : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 4 41 , 5 NVLAP Accredited for Construction Testing Services _00000 GENERAL INSPECTION REPORT 0610. CLIENT: Savings Bank of Rockville PROJECT NO" -, 4.`7.4,1- PROJECT: Savings Bank of Rockville REPORT NO. :027 INSPECTOR: Shawn Roberts DATE: 05/18/00 SUBJECT: Rebar and Concrete Inspections IMTL' s Representative arrived on site for scheduled rebar and concrete inspections . W.J. Mountford' s representatives informed the writer that the concrete pour was canceled due to rain. The writer reviewed bottom reinforcement to walls and found it to be correct . W.J. Mountford will reschedule for concrete placement . pc : Joseph Jeamel, Savings Bank of Rockville / Roberc Dawson, Russell Dawsen / John Collins, S . Windsor Building Official bh Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC.',,'! PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) =6.465= NVLAP Accredited for Construction Testing Services REBAR INSPECTION 490 _ CLIENT: Savings Bank of Rockville PROJECT 1 rlb,:!S,,-;, 4 •` PROJECT: Savings Bank of Rockville REPORT NO. : 032 DATE: May 22 , 2000 PAGE: 1 of 2 LOCATION: Footings H/5, H/8, H/10, I/5 and Pier E/12 INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments: Rebar sizes and spacing were correct . 2 . Rebar duality, cleanliness, rust, grease, etc. : Deficiencies : Comments : Rebar was clean and Grade 60 . 3 . Positioning of Rebar: Per Drawing Use of chairs : Chairs used to su oort rebar. Comments : Adequacy of firm tie offs : Good Comments : Are dowels in place now? : No Yes X N/A Comments : 4 . Rebar splicing: Diameter of laps: 36 bar diameters Is wiring adequate? Comments : Bars were full length. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 032 May 22, 2000 Page: 2 of 2 S . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments : 6 . General condition of forms in place: Cleanliness : Good Oiled: Yes:No : X Conditions : Good Comments : 7 . Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness :Good Bracing: Good Comments : r- 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : Per pier and footing schedule. Comments : . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers : 10 . List discrepancies : pc : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, PLAINVILLE, CONNECTICUT 06062 860) 747-1000 FAX (860) 747- 45 NVLAP Accredited for Construction Testing Services = R s s - REBA.R INSPECTION CLIENT:Savings Bank of Rockville PROJECT PROJECT: Savings Bank of Rockville REPORT NO. : 033 DATE: May 23 , 2000 PAGE: 1 of 2 LOCATION: Footings J/8, J/10, K/11 and M/9 to I/12 INSPECTOR: Shawn Roberts Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 1003 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments : Rebar sizes ands acing were correct 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies : Comments : Rebar was clean and Grade 60 . 3 . Positioning of Rebar: Per Drawing Use of chairs : Chairs used to support rebar mats Comments : Adequacy of firm tie offs : Good Comments: Are dowels in place now? : No Yes X N/A Comments : 4 . Rebar splicing:Good Diameter of laps: 36 bar diameters Is wiring adequate? Yes Comments: Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Savings Bank of Rockville Project No. : 4741 Report No. : 033 May 23 , 2000 Page: 2 of 2 S . Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape : Comments : Footing keyed with continuous rebar. 6 . General condition of forms in place: Cleanliness : Good Oiled: Yes :No: X Conditions : Good Comments : 7 . Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness :Good Bracing: Good Comments : 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Good Comments : . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers: 10 . List discrepancies : pc : Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES PLAINVILLE, CONNECTICUT 06062 f( 860) 747-1000 FAX (860)-T-4'- NnAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Savings Bank of Rockville PROJECT NO. 1. II PROJECT: Savings Bank of Rockville REPORT NO. : 043 DATE: June 7, 2000 PAGE: 1 of 2 LOCATION: Vault Pad INSPECTOR: Brian Benson Percentage of Completion at Time of Inspection REBAR: 100%FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork: Deficiencies : Comments : Satisfactory; #5s at 4" on center each way, top andbottom. 2 . Rebar quality, cleanliness, rust, grease, etc. : SatisfactoryDeficiencies : Comments : 3 . Positioning of Rebar: Satisfactory Use of chairs : 5-1/2 continuous steel between mats . Comments : Adequacy of firm tie offs : Comments : Are dowels in place now? : No Yes N/A X Comments: 4 . Rebar splicing: Diameter of laps : Is wiring adequate? Yes Comments: Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTINGPortlandCementConcreteSoilsSteelBuildingProductsBituminousConcrete Savings Bank of Rockville Project No. : 4741 Report No. : 043 June 71 2000 Page : 2 of 2 5 . Construction joint quality -- cleanliness, water, etc.Depth: Width: Shape:Comments: 6 . General condition of forms in place:Cleanliness : Satisfactory Oiled: Yes:No: X Conditions : Comments: 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness :Satisfactory Bracing: Satisfactory Comments : 8 . Formwork inside dimensions, L, H, W. Measure Dimensions : Comments: . 9 . Is a follow-up inspection necessary just prior to the concrete placement : Yes X No If so, for which item numbers : 10 . List discrepancies : pc: Joseph Jeamel, Savings Bank of Rockville / Robert Dawson, Russell Dawson / John Collins, S . Windsor Building Offical bh