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Wedgewood Apts concrete test report 44 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 4584 / 813521 4585 / 813522 4589 / 813523 10.00 / 10.00 4 10.00 / 20.00 4 10.00 / 30.00 4.367 2.50 / 3.10 0 ##3.10 / 3.35 0 3.38 / 4.00 0 3.13 / 3.36 # 3 3.39 / 3.54 ##4.00 / 4.22 4.00 MAX: 1.50 )2 0.77 0 3 0.73 0 3 0.73 0 0.50 4.25 3 0.10 4.50 3 0.38 4.50 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 0.22 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 4.25 0 4.50 0 4.50 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 4.50 0 0.00 0 0.00 0371700 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 140.79 0 0.00 0 0.00 0 - 90 ) 80 0 80 0 81 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 166564 - 166569 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.166564 07/05/16 7 2430 X COARSE AGGREGATE #2: LBS.166565 07/05/16 7 2530 X COARSE AGGREGATE #3: LBS.166566 07/26/16 28 3790 0 FINE AGGREGATE: LBS.166567 07/26/16 28 3830 0 ADMIXTURE #1: OZS.166568 07/26/16 28 3710 0 ADMIXTURE #2: OZS.166569 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 4 06/28/16 1162.009 166564 80'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: 30,500 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 48,100 31,750 0 0 47,650 46,550 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC 0 ULTIMATE 06/29/16 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 #1: FOOTING: GARAGE 1, 2 BUILDING #1: FOOTING: GARAGE 3, 4 PLACEMENT LOCATION OF LOAD # BUILDING #1: FOOTING: GARAGE 5, 6 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: