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special inspections
CONSTRUCTION TECHNOLOGY 11•JI L..... I Ivl• I. I a..f I uv. I-Il V 440VI4, l .►/.U$. l.J.. Ilvt.. Willinni glirol, R'111,41mvi I nki; ldrw 4'nrk 17A14 2 (Vv� (t5 Phone;0Itf)399-I54M Fax:1J iSr:l99-I913 L;D 0 W L2 5 5 MAY 2 8 2008 October 26, 2007 TOWN OF QUEENSBURY TOWN OF QUEENSBURY BUILDING DEPARTMENT BUILDING & CODES 742 Bay Road Queenshury, New York_ 2804 .Art'n: Building Code 1✓nfuruement Oft'iuiulu Re: LUZERNE ROAD SELF-STORAGE: LUZERNE ROAD,QUEENSBURY, NY. Construction Materials inspection and Testing Services Gentlemen, Per the request of Mr. Paul Kruger, Kruger Construction, LLC, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil backfill compaction, reinforcing steel inspection, and portland cement concrete placement. 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 too often materials inspections are viewed as a necessary evil or a requirement to be ovttrinnknrl Many times thri Iahnratnry brings this attitude nil itsol f hrnniisr of Iris than fully y1.1.11i1,,1 Fe.Nv11,1cI, uudy is pu►,3c ►!illy,,, um-vinyl unilsliig alLIaldeS U LedL�J�la��s. 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-1.077 and E-329 as they relate to a commercial inspection agency. rfNITQIirTTnN TrrYNni nry hail mihmittnrl to rtntnirin niuliting hp hat ring mil it I ini I. I. 1. f 'I'I_ 1 I'I , 1 I I 11 - II fl i . Concrete Reference Laboratory (CCRL)+of the National Standards Institute. A copy of the CC'RIINSI audit and finding is available upon request. Ilr T-'?f,-?G1G17 1 ? -?? GM fiNTRI lr'T T IN TFr H 51 A 399 1913 P 919 October 26, 2007 • TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: LUZERNE ROAD SELF-STORAGE: LUZERNE ROAD, QUEENSBURY,NY. Construction Materials inspection and Testing Services nor rtnff rnnair finm nnnnttltnnt ■iofnrinirinal lrnuil�1IIu i . I1�1I1r11111ui ii11 II■II J�1111111�Irlr�. ii■li technicians and materials inspectors with technical backgrounds;if cduvuliwattl dcgivu:b and/ur substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * CertifThation at various levels (AET-I through SET-iV) by the National Institute for • 4ettifcotion in the Engineering Technologie,9 (NTCET), fie t.',a,nli lluliluii (.CCi) Cali Ainerlean Clsnuree Irseleuta UVllallublauii :3Nc►.ia1 * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, inc. Certification Program for Quality Control and Inspection of Geosynthctic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phaoe3 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, pnrtland nemrnt anncrPtP_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 fQtwad to completing the cnn,stnv Linn materials inspection, tasting and laboratory requirements of the LUZERNE ROAD SELF-STORAGE PROJECT. if thrrr are any r1llrrtinnr, nr when lira may he of nooietnnoo,planoo oontaat thin afAsa immediately.. K pet;llully. CONSTRUCTION TECHNOLOGY Torn Joslin. S.E.T., (NICET) Manager Technical Services ' CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 Phone:(5IR)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 3 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/05/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83590 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 171 / 35023 208 / 35026 205 / 35030 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 7.00/ 7.24 7.30 / 7.53 8 06 / 8.21 TIME PLACEMENT BEGAN/ENDED: 7.30/ 7.53 8.01 / 8.26 8.27 / 8.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 0.93 0.82 SLUMP ON ARRIVAL (INCHES): 5.25 5.00 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 5.00 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 145.16 CONCRETE TEMP. (F) (SPEC: 45 - 85) 66 66 67 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83590- 83595 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1,3:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/06/07 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. 83590 11/12/07 7 132,750 4700 COARSE AGGREGATE#2: LBS. 83591 11/12/07 7 129,800 4590 COARSE AGGREGATE#3: LBS. 83592 12/03/07 28 160,100 5660 FINE AGGREGATE: LBS. 83593 12/03/07 28 158,550 5610 ADMIXTURE#1: OZS. 83594 12/03/07 28 157,300 5560 ADMIXTURE#2: OZS. 83595 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. 1 1 'CONSTRUCTION TECHNOLOGY .1 William Street, Ballston Lake,New York 12019 ('hone:(518)399-I848 Fax:(51K)399-1913 CLIENT KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 3 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/05/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 171 / 35033 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.37/ 9.03 TIME PLACEMENT BEGAN/ENDED: 9.07/ 9.26 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.82 SLUMP ON ARRIVAL (INCHES): 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 67 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 4:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/06/07 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 t William Street, Ballston Lake,New York 12019 Phone:(i 18)399-1848 Fax:(5 1 8)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 5 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/08/07 OUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLOUDY PROJECT. LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83911 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE BUILDING 5:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 203/ 35113 171 / 35115 208 / 35118 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.57/ 7.20 7.24 / 7.50 8.04 / 8.28 TIME PLACEMENT BEGAN/ENDED: 7.26/ 7.47 7.53 I 8.25 8.32 I 8.58 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 1.02 0.90 SLUMP ON ARRIVAL (INCHES): 5.25 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: - ) 143.59 CONCRETE TEMP. (F) (SPEC: 45 - 85) 77 76 76 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83911- 83916 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/09/07 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. 83911 11/15/07 7 107,500 3800 COARSE AGGREGATE#2: LBS. 83912 11/15/07 7 108,250 3830 COARSE AGGREGATE#3: LBS. 83913 12/06/07 28 141,300 5000 FINE AGGREGATE: LBS. 83914 12/06/07 28 137,650 4870 ADMIXTURE#1: OZS. 83915 12/06/07 28 142,150 5030 ADMIXTURE#2: OZS. 83916 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 4 William Street. Ballston Lake.New York 12019 Phone:(518)399-1848 I .I\:(518)399-1913 CLIENT KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 5 :PAGE# 2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/08/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLOUDY PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 203/ 35122 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.34/ 8.57 TIME PLACEMENT BEGAN/ENDED: 9.05/ 9.25 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.85 SLUMP ON ARRIVAL (INCHES): 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 77 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 4:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/09/07 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 4 William Street,Ballston Lake,New York 12019 Phonc:(518)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 1 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 10/30/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR PAUL KRUGER AMBIENT WEATHER: 40:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83216 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 133/ 34873 193 / 34874 155 / 34876 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 11.00 / 21.00 11.00 / 32.00 TIME CONC. BATCHED/ARRIVED: 8.20/ 8.40 8.44 / 9.10 9.36 / 10.03 TIME PLACEMENT BEGAN/ENDED: 9.20/ 9.50 9.35 / 10.10 10.14 / 10.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.50 1.43 1.23 SLUMP ON ARRIVAL (INCHES): 5 00 5.25 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 5.25 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 4.90 UNIT WEIGHT (PCF) (SPEC: - ) 144.10 CONCRETE TEMP. (F) (SPEC: 45 - 85) 70 71 70 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83216- 83221 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2 OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER. CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/07 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. 83216 11/06/07 7 103,550 3660 COARSE AGGREGATE#2: LBS. 83217 11/06/07 7 105,250 3720 COARSE AGGREGATE#3: LBS 83218 11/27/07 28 FINE AGGREGATE: LBS. 83219 11/27/07 28 ADMIXTURE#1: OZS. 83220 11/27/07 28 ADMIXTURE#2: OZS. 83221 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 4 William Street,Ballston Lake,New York 120I9 Plume:(518)399-1848 Fax:(518)399-1913 CLIENT KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 1 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 10/30/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 40:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 206/ 34879 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 43.00 TIME CONC. BATCHED/ARRIVED: 10.27/ 10.50 TIME PLACEMENT BEGAN/ENDED: 10.55/ 11.28 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.02 SLUMP ON ARRIVAL (INCHES): 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 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/07 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 4 William Street,Ballston Lake,New York 12()I9 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 2 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/01/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 50's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83365 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 205/ 34941 195 / 34944 206 / 34946 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 11.41 / 12.01 12.12 / 12.35 12.41 / 1.00 TIME PLACEMENT BEGAN/ENDED: 12.05/ 12.29 12.41 / 12.56 1.05 / 1.27 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.80 0.73 0.77 SLUMP ON ARRIVAL (INCHES): 4.25 5.50 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.25 5.50 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.30 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 72 72 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83365- 83370 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/02/07 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 83365 11/08/07 7 86,350 3050 COARSE AGGREGATE#2: LBS. 83366 11/08/07 7 89,000 3150 COARSE AGGREGATE#3: LBS. 83367 11/29/07 28 FINE AGGREGATE: LBS. 83368 11/29/07 28 ADMIXTURE#1: OZS. 83369 11/29/07 28 ADMIXTURE#2: OZS. 83370 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 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION,LLC. REPORT NUMBER: 2 :PAGE# 2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/01/07 OUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 50's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 208/ 34950 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 1.18/ 1.40 TIME PLACEMENT BEGAN/ENDED: 1.50/ 2.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES): 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 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/02/07 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 4 William Street.Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 3 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/05/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER • AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83590 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 171/ 35023 208 / 35026 205 / 35030 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 7.00/ 7.24 7.30 / 7.53 8 06 / 8.21 TIME PLACEMENT BEGAN/ENDED: 7.30 I 7.53 8.01 / 8.26 8.27 I 8.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 0.93 0.82 SLUMP ON ARRIVAL (INCHES): 5.25 5.00 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 5.00 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 145.16 CONCRETE TEMP. (F) (SPEC: 45 - 85) 66 66 67 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83590- 83595 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1,3:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/06/07 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. 83590 11/12/07 7 132,750 4700 COARSE AGGREGATE#2: LBS. 83591 11/12/07 7 129,800 4590 COARSE AGGREGATE#3: LBS. 83592 12/03/07 28 FINE AGGREGATE: LBS. 83593 12/03/07 28 ADMIXTURE#1: OZS. 83594 12/03/07 28 ADMIXTURE#2: OZS. 83595 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 4 William Street, Ballston Lake,New York 12019 ('hone:(518)399-I848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 3 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/05/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 3:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 171 / 35033 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.37/ 9.03 TIME PLACEMENT BEGAN/ENDED: 9.07/ 9.26 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.82 SLUMP ON ARRIVAL (INCHES): 525 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 67 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 4:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/06/07 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. • COWSTRUCTION TECHNOLOGY -1 William Street, Ballston Lake,New York 12019 I'I1one:(518)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 4 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/07/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 40's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: 83827 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 206 I 35083 194 / 35084 205 / 35086 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.58/ 7.25 7.30 / 7.55 7.59 / 8.20 TIME PLACEMENT BEGAN/ENDED: 7.30/ 7.49 8.00 / 8.18 8.24 / 8.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.85 0.80 0.85 SLUMP ON ARRIVAL (INCHES): 5.00 5.50 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 5.50 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 79 78 78 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83827- 83832 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/08/07 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. 83827 11/14/07 7 110,700 3920 COARSE AGGREGATE#2: LBS. 83828 11/14/07 7 112,250 3970 COARSE AGGREGATE#3: LBS. 83829 12/05/07 28 144,400 5110 FINE AGGREGATE: LBS. 83830 12/05/07 28 140,350 4960 ADMIXTURE#1: OZS. 83831 12/05/07 28 142,000 5020 ADMIXTURE#2: OZS. 83832 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 4 William Street. I3allston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-I9I3 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 4 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/07/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 195/ 35088 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.28/ 9.00 TIME PLACEMENT BEGAN/ENDED: 9.04/ 9.26 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.97 SLUMP ON ARRIVAL (INCHES): 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.50 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 78 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED-LOAD 4:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/08/07 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: 7: 7: 4 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street. Ballston Lake,New York 120I9 ('hone: (518)399-I84( Fax:(518)399-1913 CLIENT KRUGER CONSTRUCTION,LLC. REPORT NUMBER: 2 PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/01/07 OUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 50's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: 83365 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE BUILDING 2:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 205/ 34941 195 / 34944 206 / 34946 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22 00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 11.41 / 12.01 12.12 / 12.35 12.41 / 1.00 TIME PLACEMENT BEGAN/ENDED: 12.05/ 12.29 12.41 / 12 56 1.05 / 1.27 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.80 0.73 0.77 SLUMP ON ARRIVAL (INCHES): 4.25 5 50 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.25 5.50 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.30 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 72 72 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83365- 83370 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/02/07 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. 83365 11/08/07 7 86,350 3050 COARSE AGGREGATE#2: LBS. 83366 11/08/07 7 89,000 3150 COARSE AGGREGATE#3: LBS. 83367 11/29/07 28 116,900 4140 FINE AGGREGATE: LBS. 83368 11/29/07 28 119,350 4220 ADMIXTURE#1: OZS. 83369 11/29/07 28 120,200 4250 ADMIXTURE#2: OZS. 83370 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 4 William Street, Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 2 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/01/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 50's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY, NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 2:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 208/ 34950 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 1.18/ 1.40 TIME PLACEMENT BEGAN/ENDED: 1.50/ 2.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES): 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 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/02/07 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. • CO ISTRUCTION TECHNOLOGY •I William Street, Ballston Lake,New York 12019 Phone:(5IX) 399-1848 Fax:(518) 199-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 4 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/07/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N MR.PAUL KRUGER • AMBIENT WEATHER: 40's:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY,NEW YORK OUR FILE LOCATION: 83827 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3 SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 206/ 35083 194 / 35084 205 / 35086 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.58/ 7.25 7.30 / 7.55 7.59 / 8.20 TIME PLACEMENT BEGAN/ENDED: 7.30/ 7.49 8.00 / 8.18 8.24 / 8.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.85 0.80 0.85 SLUMP ON ARRIVAL (INCHES): 5.00 5.50 5.00 WA TER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5.50 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 79 78 78 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83827- 83832 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.©28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/08/07 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. 83827 11/14/07 7 110.700 3920 COARSE AGGREGATE#2: LBS. 83828 11/14/07 7 112,250 3970 COARSE AGGREGATE#3: LBS. 83829 12/05/07 28 FINE AGGREGATE: LBS. 83830 12/05/07 28 ADMIXTURE#1: OZS. 83831 12/05/07 28 ADMIXTURE#2: OZS. 83832 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: I FILE 5: 2:SUPPLIER 6: 3 7: 4 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. C.ONSTRUCTION TECHNOLOGY -I William Street. Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT KRUGER CONSTRUCTION,LLC. REPORT NUMBER: 4 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE 11/07/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLEAR PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 4:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 195/ 35088 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.28/ 9.00 TIME PLACEMENT BEGAN/ENDED: 9.04/ 9.26 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.97 SLUMP ON ARRIVAL (INCHES): 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.50 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 78 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 4:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/08/07 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 J William Street, Ballston bake,New York 12019 Phone:(5 18)399-1848 Fax:(5 18)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 5 :PAGE*. 1 131 MEADOWBROOK ROAD INSPECTION DATE: 11/08/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLOUDY PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: 83911 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE BUILDING 5:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 203/ 35113 171 / 35115 208 / 35118 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11 00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.57/ 7.20 7.24 / 7.50 8.04 / 8.28 I IME PLACEMENT BEGAN/ENDED: 7.26/ 7.47 7.53 / 8.25 8.32 I 8.58 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 1.02 0.90 SLUMP ON ARRIVAL (INCHES): 5.25 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC. - 5.00) 5.25 1 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC 4.00 - 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: - ) 143.59 CONCRETE TEMP. (F) (SPEC: 45 - 85) 77 76 76 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83911- 83916 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/09/07 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. 83911 11/15/07 7 107,500 3800 COARSE AGGREGATE#2: LBS. 83912 11/15/07 7 108,250 3830 COARSE AGGREGATE#3: LBS. 83913 12/06/07 28 FINE AGGREGATE: LBS. 83914 12/06/07 28 ADMIXTURE#1: OZS. 83915 12/06/07 28 ADMIXTURE#2: OZS. 83916 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: I FILE 5: 2 SUPPLIER 6: 3- 7: 4 8: RESPECTFj1 LY SUBMITTED, CONS-TR TECHNOLOGY OM J SLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY -1 William Street, Ballston Lake,New York 12(119 Phone-(5Ix)399-18,18 Fax:(518)399-1913 CLIEN I KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 5 :PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE: 11/08/07 OUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 30's:CLOUDY PROJECT: LUZERNE SELF STORAGE: QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:BUILDING 5:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 203/ 35122 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 8.34/ 8.57 TIME PLACEMENT BEGAN/ENDED: 9.05/ 9.25 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.85 SLUMP ON ARRIVAL (INCHES): 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 77 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 4:SLUMP. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/09/07 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, co �jt�TECHNOLOGY • •JOSLIN;S.E.T. (NICET) MANAGER TECHNICAL SVCS. • CONSTRUCTION TECHNOLOGY I William Street. Ballston Lake.New York 12019 Phone:(518)199-1848 Fax:(518)399-1913 CLIENT: KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 1 :PAGE#: 1 131 MEADOWBROOK ROAD INSPECTION DATE: 10/30/07 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.PAUL KRUGER AMBIENT WEATHER: 40:CLEAR PROJECT: LUZERNE SELF STORAGE:QUEENSBURY, NEW YORK OUR FILE LOCATION: 83216 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 133/ 34873 193 / 34874 155 / 34876 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 11.00 / 21.00 11.00 / 32.00 TIME CONC. BATCHED/ARRIVED: 8.20/ 8.40 8.44 / 9.10 9.36 / 10.03 TIME PLACEMENT BEGAN/ENDED: 9.20/ 9.50 9.35 / 10.10 10.14 / 10.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.50 1.43 1.23 SLUMP ON ARRIVAL (INCHES): 5.00 5.25 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 5.25 1 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 4.90 UNIT WEIGHT (PCF) (SPEC: - ) 144.10 CONCRETE TEMP. (F) (SPEC: 45 - 85) 70 71 70 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 83216- 83221 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 2 OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/07 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. 83216 11/06/07 7 103,550 3660 COARSE AGGREGATE#2: LBS. 83217 11/06/07 7 105,250 3720 COARSE AGGREGATE#3: LBS. 83218 11/27/07 28 129,450 4580 FINE AGGREGATE: LBS. 83219 11/27/07 28 127,800 4520 ADMIXTURE#1: OZS. 83220 11/27/07 28 130,750 4630 ADMIXTURE#2: OZS. 83221 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. ('ONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 I'honc:(5I8)399-1848 Far:(518)399-1913 CLIEN 1 KRUGER CONSTRUCTION, LLC. REPORT NUMBER: 1 PAGE#:2 131 MEADOWBROOK ROAD INSPECTION DATE. 10/30/07 OUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1107.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATTN: MR.PAUL KRUGER AMBIENT WEATHER: 40:CLEAR PROJECT. LUZERNE SELF STORAGE: QUEENSBURY, NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4. SLAB ON GRADE:BUILDING 1:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 206/ 34879 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 43.00 TIME CONC. BATCHED/ARRIVED: 10.27/ 10.50 TIME PLACEMENT BEGAN/ENDED: 10.55/ 11.28 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.02 SLUMP ON ARRIVAL (INCHES): 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 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/07 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.