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Wedgewood Apts concrete test report 334 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 : 0 0 0 1 2 0 0 4904 / 822780 4905 / 822781 0 0 0 11.50 / 11.50 7 11.50 / 23.00 8 0.00 0 0.00 0 6.50 / 7.02 0 ##7.06 / 7.22 0 0.00 0 0.00 0 7.05 / 7.20 # 7 7.23 / 7.55 ## 0.00 0 0.00 0.00 MAX: 1.50 )6 0.50 0 7 0.82 0 0 0.00 0 0.50 5.25 7 0.06 5.50 7 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 )5.25 1 5.50 1 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 4.00 0 0.00 0 0.00 0362800 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 137.42 0 0.00 0 0.00 0 - 90 ) 63 0 63 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 177853 - 177858 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.177853 10/19/17 7 2950 X COARSE AGGREGATE #2: LBS.177854 10/19/17 7 2870 X COARSE AGGREGATE #3: LBS.177855 11/09/17 28 3540 0 FINE AGGREGATE: LBS.177856 11/09/17 28 3560 0 ADMIXTURE #1: OZS.177857 11/09/17 28 3650 0 ADMIXTURE #2: OZS.177858 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 33 10/12/17 1162.009 177853 40'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: 37,050 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 44,750 36,100 0 0 44,400 45,900 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC CONTRACTOR NOTIFIED: LOAD 1,2: SLUMP ULTIMATE 10/13/17 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 3500 BUILDING 5: SLAB ON GRADE: CENTER SECTION BUILDING 5: SLAB ON GRADE: CENTER SECTION PLACEMENT LOCATION OF LOAD # 0 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: