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special inspections i I CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#: 1 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 40/50's:CLOUDY/CLEARING PROJECT: BAY ROAD SELF STORAGE:QUEENSBURY,NY. OUR FILE LOCATION: 192199 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER i TICKET NUMBER: 4525/ 831929 4905 / 831930 4598 i 831931 YARDAGE DELIVERED'SUBTOTAL: 11.00/ 55.00 11.00 / 66.00 11.00 / 77.00 TIME CONC. BATCHED i ARRIVED: 6.32/ 6.43 6.50 / 7.00 7.15 / 7.25 TIME PLACEMENT BEGAN X ENDED: 6.46/ 7.14 7.16 / 7.40 7.29 / 7.48 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.70 0.83 0.55 SLUMP ON ARRIVAL (INCHES) 6.50 6.00 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: ) 6.50 6.00 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 7.20 UNIT WEIGHT (PCF) (SPEC - ) 140.45 CONCRETE TEMP. (F) (SPEC 45 - 90) 68 68 68 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192199- 192204 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/05/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192199 06i11/19 7 40.050 3190 COARSE AGGREGATE#2: LBS. 192200 06/11/19 7 41,600 3310 COARSE AGGREGATE#3: LBS. 192201 07/02/19 28 51.600 4110 FINE AGGREGATE: LBS. 192202 07/02/19 28 52,500 4180 ADMIXTURE#1: OZS. 192203 07/02/19 28 50,950 4000 ADMIXTURE#2: OZS. 192204 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: iriL____,C 2:SUPPLIER 6:3: 7: 4: 8: 9 RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGYOWN OF QUEENSBURY ��,� BUILDING & CODES TOM JOSLIN.S.E.T. (NICET)MANAGER TECHNICAL SVCS. `�f�. -C+ -0 1' (0- 20\1 CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake.New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#:2 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 40/50's:CLOUDY.CLEARING PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: 192205 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: BUILDING 3:SLAB ON GRADE PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 5: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 6: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER TICKET NUMBER: 4904/ 831932 4913 / 831933 4909 / 831938 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 88.00 11.00 / 99.00 11.00 / 110.00 TIME CONC. BATCHED/ARRIVED: 7.20/ 7.30 7.45 / 8.00 8.25 / 9.31 TIME PLACEMENT BEGAN/ENDED: 7.53/ 8.08 8.10 / 8.23 8.33 / 9.48 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 1 0.80 0.63 1.38 SLUMP ON ARRIVAL (INCHES) 6.25 6.25 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: ) 6.25 6.25 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 6.70 UNIT WEIGHT (PCF) (SPEC - ) 141.73 CONCRETE TEMP. (F) (SPEC 45 - 90) 69 71 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192205 - 192210 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.©28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06,05/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192205 06/11/19 7 42.950 3420 COARSE AGGREGATE#2: LBS. 192206 06/11/19 7 41,600 3310 COARSE AGGREGATE#3: LBS. 192207 07/02/19 28 54.500 4340 FINE AGGREGATE: LBS. 192208 07/02/19 28 53,850 4290 ADMIXTURE#1: OZS. 192209 07/02/19 28 52,600 4190 ADMIXTURE#2: OZS. 192210 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY rT��u 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: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#:3 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 4050's:CLOUDYCLEARING PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7 : BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 8 BUILDING 3:SLAB ON GRADE PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 7 8 TRUCK NUMBER;TICKET NUMBER: 4598/ 831939 4904 / 831940 YARDAGE DELIVERED!SUBTOTAL: 11.00/ 121.00 11.00 / 132.00 TIME CONC. BATCHED/ARRIVED: 8.45/ 9.00 9.00 / 9.10 TIME PLACEMENT BEGAN.'ENDED: 9.06/ 9.21 9.25 / 9.43 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 I 0.60 0.72 SLUMP ON ARRIVAL (INCHES) 6.25 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - ) 6.25 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 90) 71 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: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06 05 19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD 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. J CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#: 1 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 40/50's:CLOUDY/CLEARING PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: 192199 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING 3:SLAB ON GRADE PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 2: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 3: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER%TICKET NUMBER: 4525/ 831929 4905 / 831930 4598 / 831931 YARDAGE DELIVERED'SUBTOTAL: 11.00/ 55.00 11.00 / 66.00 11.00 / 77.00 TIME CONC. BATCHED/ARRIVED: 6.32/ 6.43 6.50 / 7.00 7.15 / 7.25 TIME PLACEMENT BEGAN ENDED: 6.46/ 7.14 7.16 / 7.40 7.29 / 7.48 CONCRETE AGE I HOURS I (SPEC: MAX: 1.50) 0.70 0.83 0.55 SLUMP ON ARRIVAL (INCHES) 6.50 6.00 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - ) 6.50 6.00 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 7.20 UNIT WEIGHT (PCF) (SPEC - ) 140.45 CONCRETE TEMP. (F) (SPEC 45 - 90) 68 68 68 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192199- 192204 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM.C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06 05/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192199 06/11/19 7 40.050 3190 COARSE AGGREGATE#2: LBS. 192200 06/11/19 7 41.600 3310 COARSE AGGREGATE#3: LBS. 192201 07/02/19 28 FINE AGGREGATE: LBS. 192202 07/02/19 28 ADMIXTURE#1: OZS. 192203 07/02/19 28 ADMIXTURE#2: OZS. 192204 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. cc,- O r `r1Ql G REPORT DISTRIBUTION: 1:FILE 6: D C E nu (� 2 SUPPLIER 6: E^ 3: 7: 4 8 OCT 092019 RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY �,,, TOWN OF OUE`NSBURY TOM JOSLIN.S.E.T. (NICET) BUILDING&CODES MANAGER TECHNICAL SVCS. l CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake.New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#:2 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 40/50's:CLOUDY CLEARING PROJECT: BAY ROAD SELF STORAGE:QUEENSBURY,NY. OUR FILE LOCATION: 192205 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 5: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 6: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 4904/ 831932 4913 / 831933 4909 / 831938 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 88.00 11.00 / 99.00 11.00 / 110.00 TIME CONC. BATCHED/ARRIVED: 7.20/ 7.30 7.45 / 8.00 8.25 / 9.31 TIME PLACEMENT BEGAN,'ENDED: 7.53/ 8.08 8.10 / 8.23 8.33 / 9.48 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 I 0.80 0.63 1.38 SLUMP ON ARRIVAL (INCHES) 6.25 6.25 6.00 WATER ADDED ONSITE(GALLONS). WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - ) 6.25 6.25 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 6.70 UNIT WEIGHT (PCF) (SPEC - ) 141.73 CONCRETE TEMP. (F) (SPEC 45 - 90) 69 71 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192205 - 192210 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/05/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192205 06/11/19 7 42,950 3420 COARSE AGGREGATE#2: LBS. 192206 06/11/19 7 41,600 3310 COARSE AGGREGATE#3: LBS. 192207 07/02/19 28 FINE AGGREGATE: LBS. 192208 07/02/19 28 ADMIXTURE#1: OZS. 192209 07/02/19 28 ADMIXTURE#2: OZS. 192210 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. I CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#:3 1589 SARATOGA ROAD INSPECTION DATE: 06/04/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 40/50's:CLOUDY/CLEARING PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7 : BUILDING 3:SLAB ON GRADE PROCEEDING SOUTH-NORTH PLACEMENT LOCATION OF LOAD# 8: BUILDING 3:SLAB ON GRADE:PROCEEDING SOUTH-NORTH DELIVERED LOAD NUMBER: 7 8 TRUCK NUMBER!TICKET NUMBER: 4598/ 831939 4904 / 831940 YARDAGE DELIVERED SUBTOTAL: 11.00/ 121.00 11.00 / 132.00 TIME CONC. BATCHED i ARRIVED: 8.45/ 9.00 9.00 ! 9.10 TIME PLACEMENT BEGAN!ENDED: 9.06/ 9.21 9.25 / 9.43 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.60 0.72 SLUMP ON ARRIVAL (INCHES) 6.25 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: ) 6.25 6.00 ENTRAINED AIR (%VOL) (SPEC: 4.50 - 7.50) UNIT WEIGHT (PCF) (SPEC CONCRETE TEMP. (F) (SPEC 45 - 90) 71 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: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06/05/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD 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. ECIEOW7) CONSTRUCTION TECHNOLOGY D INSPECTION&TESTING DIVISION, P.D.&T.S., INC. J 11 OCT 09 2019 4 William Street,Ballston Lake, New York 12019 Phone: (518)399-1848 Fax:(518) 399-1913 Ce_ _ O\ _2_son TOWN OF QUEENSBURY cc - O\'A,._c:-20(_.) BUI!_DINO&CODES CLIENT: CERRONE BUILDERS,INC. (7(_ `- ^,L�\� REPORT NUMBER: .1 PAGE#: 1 1589 SARATOGA ROAD c< \} } 2U`�1 INSPECTION DATE: 05/08/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GIANNI SIMONE PROJECT BAY ROAD SELF STORAGE: QUEENSBURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND,medium/fine;little fine Gravel;trace Silt/Clay BORROW:SAND,GRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G. =FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 18685 FINISH GRADE BUILDING#1:NORTH QUARTER 4.1 % 112.6 95.4% 2 18685 FINISH GRADE BUILDING#1:NORTH CENTER QUARTER 3.8% 112.3 95.2% 3 18685 FINISH GRADE BUILDING#1:SOUTH CENTER QUARTER 3.2% 114.3 96.9% 4 18685 FINISH GRADE BUILDING#1:SOUTH QUARTER 3.9°/ 113.6 96.3 5 18685 FINISH GRADE BUILDING#2:SOUTH QUARTER 4.0% 112.4 95.3 6 18685 FINISH GRADE BUILDING#2:SOUTH CENTER QUARTER 3.6% 112.7 95.5 7 18685 FINISH GRADE BUILDING#2:NORTH CENTER QUARTER 3.7% 113.9 96.5% 8 18685 FINISH GRADE BUILDING#2:NORTH QUARTER 3.2% 113.1 95.8% 9 18685 FINISH GRADE BUILDING#3:NORTH QUARTER 3.4% 113.6 96.3% 10 18685 FINISH GRADE BUILDING#3:NORTH CENTER QUARTER 3.1 % 114.1 96.7% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED. 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2. D-6938=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 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: CERRONE BUILDERS,INC. REPORT NUMBER: 1 PAGE#: 2 1589 SARATOGA ROAD INSPECTION DATE: 05/08/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GIANNI SIMONE PROJECT BAY ROAD SELF STORAGE:QUEENSBURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND, medium'fine:little fine Gravel:trace SiIt/Clay BORROW:SAND/GRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G. =FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 11 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 4.1 % 112.6 95.4°% 12 18685 FINISH GRADE BUILDING#3:SOUTH QUARTER 3.8% 112.3 95.2% 13 18685 FINISH GRADE BUILDING#4:SOUTH QUARTER 3.2°% 114.3 96.9°% 14 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 3.9% 113.6 96.3% 15 18685 FINISH GRADE BUILDING#4:NORTH CENTER QUARTER 4.0% 112.4 95.3°% 16 18685 FINISH GRADE BUILDING#4:NORTH QUARTER 3.6% 112.7 95.5 REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED. 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2. D-6938=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