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Wedgewood Apts concrete test report 264 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:12 INSPECTOR & TEST SET: BRYAN CASAW #12 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4564 / 3171578 4588 / 821948 4565 / 821949 9.50 / 9.50 4 9.50 / 19.00 4 9.00 / 28.00 4.583 3.01 / 3.44 0 ##3.35 / 3.49 0 3.52 / 4.13 0 3.49 / 4.05 # 4 4.06 / 4.20 ##4.22 / 4.35 4.00 MAX: 1.50 )3 1.07 0 3 0.75 0 3 0.72 0 0.01 7.00 4 0.35 7.00 4 0.52 7.00 4 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.35 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )7.00 1 7.00 1 7.00 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )7.20 1 0.00 0 0.00 0379700 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 143.82 0 0.00 0 0.00 0 - 90 ) 74 0 72 0 70 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 176630 - 176635 0 0 0 0 0 0 1: 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.176630 09/18/17 7 3200 0 COARSE AGGREGATE #2: LBS.176631 09/18/17 7 3010 0 COARSE AGGREGATE #3: LBS.176632 10/09/17 28 4190 0 FINE AGGREGATE: LBS.176633 10/09/17 28 4090 0 ADMIXTURE #1: OZS.176634 10/09/17 28 4050 0 ADMIXTURE #2: OZS.176635 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 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 6: FOOTING: GARAGES, SOUTH THIRD BUILDING 6: FOOTING: GARAGES, CENTER THIRD PLACEMENT LOCATION OF LOAD # BUILDING 6: FOOTING: GARAGES, NORTH THIRD 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 CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP ULTIMATE 09/12/17 4.00 0 0.0 0 0 0 0 51,400 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 37,800 0 0 52,650 50,900 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 40,250 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 26 09/11/17 1162.009 176630 70's: CLEAR