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Wedgewood Apts concrete test report 94 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: REPORT NUMBER: : PAGE #: 1 INSPECTION DATE: OUR FILE NUMBER:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 0 / 819762 0 / 819763 4904 / 819764 11.00 / 11.00 2 11.00 / 22.00 2 11.00 / 33.00 2.8 1.11 / 1.31 0 ##1.30 / 1.45 0 1.50 / 2.05 0 1.50 / 2.05 # 2 2.05 / 2.22 ##2.25 / 2.48 2.00 MAX: 1.50 )1 0.90 0 1 0.87 0 1 0.97 0 0.11 5.00 2 0.30 5.00 2 0.50 4.75 2 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.48 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 5.00 0 5.00 0 4.75 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.60 0 0.00 0038140 UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 144.46 0 0.00 0 - 90 ) 70 0 72 0 72 0 NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0 0 0 174015 - 174020 0 0 0 0 CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39 P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: CEMENT:LBS.CYLINDER TEST UNIT CEMENT:LBS. NUMBER DATE P.S.I. GAL. COARSE AGGREGATE #1: LBS.174015 06/16/17 7 2360 X COARSE AGGREGATE #2: LBS.174016 06/16/17 7 2210 X COARSE AGGREGATE #3: LBS.174017 07/07/17 28 3110 0 FINE AGGREGATE: LBS.174018 07/07/17 28 3240 0 ADMIXTURE #1: OZS.174019 07/07/17 28 3380 0 ADMIXTURE #2: OZS.174020 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 01/00/00 0 0 X RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X TOM JOSLIN, S.E.T. (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X Tom Joslin Tom Joslin Tom Joslin Tom Joslin APPLIED LOAD 9 06/09/17 1162.009 174015 70's: P. CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY. IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): LAB CYLINDER CONTROL NUMBERS: WATER: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 29,650 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 0 0 0 40,650 27,800 0 0 39,100 42,450 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC 0 ULTIMATE 06/12/17 4.00 C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S 0.00 TEST AGE 3000 BUILDING #4: FOOTING: WEST WALL. NORTH HALF; NORTH WALL, WEST HALF BUILDING #4: FOOTING: NORTH WALL, EAST HALF; EAST WALL, NORTH HALF PLACEMENT LOCATION OF LOAD # BUILDING #4: FOOTING: EAST WALL. SOUTH HALF; SOUTH WALL, EAST HALF 0.00 45 PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. PER DRAWING: S-202, DETAIL: 5 GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: REPORT NUMBER: : PAGE #: 2 INSPECTION DATE: OUR FILE NUMBER:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 4 : 0 0 0 0 0 0 4 0 0 0 4905 / 819765 0 0 0 0 0 0 11.00 / 44.00 3 0.00 0 0.00 0 0.00 0 0.00 0 1.54 / 2.10 0 ## 0.00 0 0.00 0 0.00 0 0.00 0 2.50 / 3.20 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )1 1.43 0 0 0.00 0 0 0.00 0 0.54 5.00 3 0.00 0.00 0 0.00 0.00 0 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.00 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 5.00 0 0.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 0.00 0 0.00 0000 UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0 - 90 ) 72 0 0 0 0 0 NUMBER OF TEST SPECIMEN CAST:0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39 P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: CEMENT:LBS.CYLINDER TEST UNIT CEMENT:LBS. NUMBER DATE P.S.I. GAL. COARSE AGGREGATE #1: LBS.0 01/00/00 0 0 X COARSE AGGREGATE #2: LBS.0 01/00/00 0 0 X COARSE AGGREGATE #3: LBS.0 01/00/00 0 0 X FINE AGGREGATE: LBS.0 01/00/00 0 0 X ADMIXTURE #1: OZS.0 01/00/00 0 0 X ADMIXTURE #2: OZS.0 01/00/00 0 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 01/00/00 0 0 X RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X TOM JOSLIN, S.E.T. (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. PER DRAWING: S-202, DETAIL: 5 GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: BUILDING #4: FOOTING: SOUTH WALL, WEST HALF; WEST W ALL, SOUTH HALF 0 PLACEMENT LOCATION OF LOAD # 0 0.00 45 C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S 0.00 TEST AGE 3000 0 JOINTA-GALUSHA, LLC 0 ULTIMATE 06/12/17 4.00 0 0.0 0 0 0 0 0 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 0 0 0 0 0 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 0 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: LAB CYLINDER CONTROL NUMBERS: WATER: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): IF APPLICABLE: PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY. Tom Joslin Tom Joslin Tom Joslin Tom Joslin APPLIED LOAD 9 06/09/17 1162.009 0 70's: P. CLOUDY