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special inspections JUN-13-05 MON 08:48 AM E & T O'CONNOR INC, FAX NO, 5187924194 P, 02/03 CONSTRUCTION TECHNOLOGY INSPECTION& TESTING DIVISION, P.D.&T.S_, INC. 4 William Street, Ballston Lake,New York 12019 Phone:(518)399-1848 Fax: (518)399-1913 CLIENT: O'CONNOR CONSTRUCTION, INC. REPORT NUMBER: 2,PAGE#: 1 POST OFFICE BOX 377 INSPECTION DATE: 06/01/05 GLENS FALLS, NEW YORK 12601 OUR FILE NUMBER: 866.005 FIELD INSPECTOR: DAVE CASAW ATT'N: MR. BRIAN O'CONNOR PROJECT:WESTS1DE STORAGE FACILITY,GLENS FALLS,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA _ CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE _ 7144 6.3 138.8 SAND,medium:and fine Gravel;little Silt/Clay BORROW EtT - FIELD COMPACTION TEST RESULTS 1 LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE-TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-2922 ICO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95% TEST I SOIL SOIL DEPTH OR r MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT I - 1 7144 FINISH GRADE PAD#2,NORTH END 1 2.5% 136.6 98.4 2 17144 FINISH GRADE i PAD 42.CENTER 2.9% 134.8 97.1 1 .§ 7144 FINISH GRADE PAD#2,SOUTH END _ 3.0% 133.0 95.8% 4 ^____7144 - FINISH GRADE PAD#1.NORTH END _ 2.5% 135.3 _Y 97.5% y� 5 7144 FINISH GRADE PAD#1.CENTER _ 2.7% 136.6 98.4% lI W _ 1 6 7144 FINISH GRADE PAD#1,SOUTH END . , 2.8% 132.4 95.4% (. .., —— • 1 • 1 REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2. D-2922=NUCLEAR GAUGE METHOD OF TEST :S . 3. FF ^FINISIi FLOOR G� 4: 4, FG -FINISH GRADE 5: 5, TOM JOSLIN,S.E.T. (NICET) 6: 6, MANAGER TECHNICAL SERVICES JUN-13-05 MON 08:49 AM E & T O'CONNOR INC, FAX NO, 5187924194 P, 03/03 CONSTRUCTION TECHNOLOGY INSPECTION& TESTING DIVISION,P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518) 399-1848 Fax: (518)399-1913 CLIENT: O'CONNOR CONSTRUCTION, INC. REPORT NUMBER: 1.PAGE#: 1 POST OFFICE BOX 377 INSPECTION DATE: 06/01/05 GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 866.005 FIELD INSPECTOR: DAVE CASAW ATTN: MR. BRIAN O'CONNOR PROJECT:WESTSIDE STORAGE FACILITY,GLENS FALLS, NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION _- MATERIAL SOURCE 1 7144 6.3 138.8 SAND,medium:and tine Gravel;little Silt/CIy BORROW 1 _ FIELD COMPACTION TEST RESULTS !LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT-DENSITY(PCF) _ COMPACT 1 fl 7144 FINISH GRADE PAD#5.NORTH END 2.8 % ; 134.9 97.2% 2 7144 FINISH GRADE PAD#5,CENTER _ 2.4 % 134,1 96.6% 3 7144 FINISH GRADE PAD#5,SOUTH END 3.1 % 135.9 97.9% _f I I • 4 7144 I FINISH GRADE PAD#4,NORTH END 2-3% 134.5 96-9% 5 7144 FINISH GRADE PAD*4.CENTER _ 2.4% 134.6 97.0% 6 - 7144 FINISH GRADE PAD#4,SOUTH END 2.7% 135.2 j 97.4 % 7 7144 FINISH GRADE PAD*3,NORTH END�_ 2.6%y 136.2 - 98.1 I 8 7144 FINISH GRADE PAD#3,CENTER 3.0% 135.2 97.4% 9 7144. FINISH GRADE PAD#3.SOUTH END _ • 2.8% 133,2 96.0% • i - I REPORT DISTRIBUTION: GENERAL NOTES: ' RESPECTFULLY SUBMITTED, 1:FILE 1. D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2. D-2922=NUCLEAR GAUGE METHOD OF TEST 3. 3. FF =FINISH FLOOR 4 4, FG =FINISH GRADE 5- 5. TOM JOSLIN,S.E.T,(NICET) 6: 6 MANAGER TECHNICAL SERVICES I CONSTRUCTION TECHNOLOGY INSPECTION& TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 Z O 0 Ct CLIENT: O'CONNOR CONSTRUCTION,INC. REPORT NUMBER: 1 :PAGE#: 1 POST OFFICE BOX 377 PREPARATION DATE: 06/27/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 866.005 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BRIAN O'CONNOR AMBIENT WEATHER: 70's:CLEAR PROJEC WESTSIDE STORAGE FACILITY,GLENS FALLS, NEW YORK OUR FILE LOCATION: 54988 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4568/ 736636 4562 / 736637 4563 / 736638 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.32/ 6.45 6.50 / 7.10 7.10 / 7.20 TIME PLACEMENT BEGAN/ENDED: 7.05/ 7.28 7.20 / 7.40 7.40 / 8.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.93 0.83 0.83 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 142.58 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 82 83 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 54988- 54993 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 P.S.I.©28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/28/05 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 54988 07/04/05 7 85,650 C 3030 COARSE AGGREGATE#2: LBS. 54989 07/04/05 7 97,050 C 3430 COARSE AGGREGATE#3: LBS. 54990 07/25/05 28 117,550 C 4160 FINE AGGREGATE' LBS. 54991 07/25/05 28 118,300 C 4180 ADMIXTURE#1: OZS. 54992 07/25/05 28 120,050 C 4250 ADMIXTURE#2: OZS. 54993 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: O'CONNOR CONSTRUCTION,INC. REPORT NUMBER: 1 :PAGE#:2 POST OFFICE BOX 377 PREPARATION DATE 06/27/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 866.005 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BRIAN O'CONNOR AMBIENT WEATHER: 70's:CLEAR PROJEC WESTSIDE STORAGE FACILITY,GLENS FALLS,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 4542/ 736639 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC BATCHED/ARRIVED: 7.23/ 7 37 TIME PLACEMENT BEGAN/ENDED: 7.44/ 8.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES): 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 83 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/28/05 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. • CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S., INC. ���_,�� 4 William Street, Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: O'CONNOR CONSTRUCTION, INC. REPORT NUMBER: 1 :PAGE#: 1 POST OFFICE BOX 377 PREPARATION DATE: 06/27/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 866.005 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BRIAN O'CONNOR AMBIENT WEATHER: 70's:CLEAR PROJEC WESTSIDE STORAGE FACILITY,GLENS FALLS, NEW YORK OUR FILE LOCATION: 54988 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4568/ 736636 4562 / 736637 4563 / 736638 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED!R.RRIVED: 6.32/ 6.45 6.50 / 7.10 7.10 ! 7.20 TIME PLACEMENT BEGAN/ENDED: 7.05/ 7.28 7.20 / 7.40 7.40 / 8.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.93 0.83 0.83 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 142.58 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 82 83 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 54988- 54993 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/28/05 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 54988 07/04/05 7 85,650 C 3030 COARSE AGGREGATE#2: LBS. 54989 07/04/05 7 97,050 C 3430 COARSE AGGREGATE#3: LBS. 54990 07/25/05 28 FINE AGGREGATE: LBS. 54991 07/25/05 28 ADMIXTURE#1: OZS. 54992 07/25/05 28 ADMIXTURE#2: OZS. 54993 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: O'CONNOR CONSTRUCTION, INC. REPORT NUMBER: 1 :PAGE#:2 POST OFFICE BOX 377 PREPARATION DATE: 06/27/05 GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 866.005 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BRIAN O'CONNOR AMBIENT WEATHER: 70's:CLEAR PROJEC WESTSIDE STORAGE FACILITY,GLENS FALLS, NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : SLAB ON GRADE:BUILDING#1:WORKING NORTH-SOUTH DELIVERED LOAD NUMBER, 4 TRUCK NUMBER/TICKET NUMBER: 4542/ 736639 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED'ARRIVED: 7.23/ 7.37 TIME PLACEMENT BEGAN/ENDED: 7.44/ 8.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES) 4.75 WATER ADDED ONSITE(GALLONS)' WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 83 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 P.S.I.©28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/28/05 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. JUN-21-2005 12 : 19 AM CONSTRUCTION TECH. 518 399 1913 P. 02 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T,S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518)399-1913 June 21, 2005 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Mr. David Hatin Re: LUZERNE ROAD SELF-STORAGE, QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Dear Mr. Hatin, Per the request of Mr. Brian O'Connor, O'Connor Construction, Inc.,we are pleased to inform you that CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the upcoming referenced project. As such,we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development &Technical Services, Inc. Since our 1984 incorporation in New York State,we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All to often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity,we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor)apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. JUN-21-2005 12 :20 AM CONSTRUCTION TECH. 518 399 1913 P. 03 June 21, 2005 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: LUZERNE ROAD SELF-STORAGE,QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV)by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute (ACI)Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations,portland cement concrete, unit masonry,mortars, grouts, bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to serving the construction materials inspection,testing and laboratory requirements of the LUZERNE ROAD SELF-STORAGE. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T.. (NICET) Manager Technical Services JUN-21-2005 09 :31 PM CONSTRUCTION TECH. 518 399 1913 P. 02 .s - CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 June 21, 2005 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Mr. David Iiatin Re: LUZERNE ROAD SELF-STORAGE, QUEENSBURY, NEW YORK Construction Materials Inspection and Testing Services Dear Mr. Hatin, Per the request of Mr. Brian O'Connor, O'Connor Construction, Inc., we are pleased to inform you that CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the upcoming referenced project. As such,we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services, Inc. Since our 1984 incorporation in New York State,we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All to often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity,we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment,including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. JUN-21-2005 09 :31 PM CONSTRUCTION TECH. 518 399 1913 P. 03 June 21, 2005 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: LUZERNE ROAD SELF-STORAGE, QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels(AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute (ACT)Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils,concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations,portland cement concrete, unit masonry, mortars, grouts, bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general,all forms of materials testing and inspection services, as they relate to the construction industry,may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to serving the construction materials inspection, testing and laboratory requirements of the LUZERNE ROAD SELF-STORAGE. If there are any questions, or when we may be of assistance,please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (NICET) Manager Technical Services