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special inspections CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 3 :PAGE#: 1 1589 SARATOGA ROAD INSPECTION DATE: 06/24/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 50's:CLEAR PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: 192679 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 BUILDING 2:SLAB ON GRADE: DELIVERED LOAD NUMBER: 1 TRUCK NUMBER i TICKET NUMBER: 4904/ 832419 YARDAGE DELIVERED'SUBTOTAL: 11.00/ 55.00 TIME CONC. BATCHED ARRIVED: 6.45/ 7.00 TIME PLACEMENT BEGAN ENDED: 7.05/ 7.21 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.60 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: I 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 142.00 CONCRETE TEMP. (F) (SPEC 45 - 90 I 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192679- 192684 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: 06/25/19 CEMENT. LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192679 07/01/19 7 49.200 3920 COARSE AGGREGATE#2: LBS. 192680 07/01/19 7 46,900 3730 COARSE AGGREGATE#3: LBS. 192681 07/22/19 28 FINE AGGREGATE: LBS. 192682 07/22/19 28 ADMIXTURE#1: OZS. 192683 07/22/19 28 ADMIXTURE#2: OZS. 192684 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 6: ©, • 2.Q 2:SUPPLIER 6:3: 7: 1LiCEIJWIE ] 4: 8:RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSLIN.S.E.T. (NICET) TOWN OF OUFENSBURY 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: 3 :PAGE#:1 1589 SARATOGA ROAD INSPECTION DATE: 06/24/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 50's:CLEAR PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: 192679 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING 2:SLAB ON GRADE: DELIVERED LOAD NUMBER: 1 TRUCK NUMBER'TICKET NUMBER: 4904/ 832419 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 55.00 LE y Sfl TIME CONC. BATCHED/ARRIVED: 6.45/ 7.00 R 1195pa TIME PLACEMENT BEGAN/ENDED: 7.05/ 7.21 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 1 0.60 SLUMP ON ARRIVAL (INCHES) 5.00 OCT 0 9 2019 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: _ SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: I oWN QF QUEENS S PLACEMENT SLUMP(INCH) (SPEC: ) 5.00 BUILDING&CODAES ENTRAINED AIR I%VOL) (SPEC: 4.50- 7.50) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 142.00 w - O ''k-c7 • �+'`cl CONCRETE TEMP. (F) (SPEC 45 - 90) 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192679- 192684 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: 06,25/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192679 07/01/19 7 49,200 3920 COARSE AGGREGATE#2: LBS. 192680 07/01/19 7 46,900 3730 COARSE AGGREGATE#3: LBS. 192681 07/22/19 28 62.700 4990 FINE AGGREGATE: LBS. 192682 07/22/19 28 61,200 4870 ADMIXTURE#1: OZS. 192683 07/22/19 28 63.450 5050 ADMIXTURE#2: OZS. 192684 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. A CONSTRUCTION TECHNOLOGY -b) ECEED \VE, ----- INSPECTION&TESTING DIVISION, P.D.&T.S., INC. OCT 09 2019 4 William Street,Ballston Lake,New York 12019 J Phone: (518)399-1848 Fax: (518) 399-1913 C'L - 0 ?)un TOWN OF OUEENSBURY cc- O',�c. -20‘, BLIP DING 8,CODES CLIENT: CERRONE BUILDERS,INC. �c ®�- 2��� - ' REPORT NUMBER: 1 PAGE#: 1 1589 SARATOGA ROAD ` } 2O`mil`c 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:SANDGRAVEL 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°o 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 ATTN: 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 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