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Wedgewood Apts concrete test report 254 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:6 INSPECTOR & TEST SET: BOB BEHAN #6 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4560 / 821921 4561 / 821922 4563 /0 11.50 / 11.50 8 11.50 / 23.00 9 11.00 / 34.00 9.6 7.07 / 7.25 0 ##7.45 / 8.00 0 8.25 / 8.43 0 7.33 / 8.11 # 8 8.14 / 8.55 ##8.58 / 9.36 9.00 MAX: 1.50 )7 1.07 0 7 1.17 0 8 1.18 0 0.07 4.50 8 0.45 5.25 8 0.25 5.50 9 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.36 4.50 5.25 5.50 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )0.00 0 0.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.70 0 0.00 0 0.00 0386300 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 146.32 0 0.00 0 0.00 0 - 90 ) 68 0 68 0 67 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 176624 - 176629 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.176624 09/18/17 7 3280 0 COARSE AGGREGATE #2: LBS.176625 09/18/17 7 3190 0 COARSE AGGREGATE #3: LBS.176626 10/09/17 28 4040 0 FINE AGGREGATE: LBS.176627 10/09/17 28 3930 0 ADMIXTURE #1: OZS.176628 10/09/17 28 4120 0 ADMIXTURE #2: OZS.176629 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 25 09/11/17 1162.009 176624 50's: CLEAR 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: 41,250 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 49,350 40,050 0 0 50,800 51,700 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC 0 ULTIMATE 09/12/17 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 5: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH BUILDING 5: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH PLACEMENT LOCATION OF LOAD # BUILDING 5: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH 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: