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Wedgewood Apts concrete test report 144 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 : 0 0 0 1 2 0 0 4585 / 820354 4904 / 820355 0 0 0 11.00 / 11.00 2 11.00 / 22.00 3 0.00 0 0.00 0 1.58 / 2.05 0 ##2.05 / 2.25 0 0.00 0 0.00 0 2.10 / 2.29 # 2 2.30 / 2.58 ## 0.00 0 0.00 0.00 MAX: 1.50 )1 0.52 0 2 0.88 0 0 0.00 0 0.58 5.50 2 0.05 5.00 2 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 )5.50 1 5.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 7.00 0 0.00 0 0.00 0364400 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 138.02 0 0.00 0 0.00 0 - 90 ) 80 0 80 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 174811 - 174816 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.174811 07/17/17 7 2540 X COARSE AGGREGATE #2: LBS.174812 07/17/17 7 2600 X COARSE AGGREGATE #3: LBS.174813 08/07/17 28 3620 0 FINE AGGREGATE: LBS.174814 08/07/17 28 3730 0 ADMIXTURE #1: OZS.174815 08/07/17 28 3780 0 ADMIXTURE #2: OZS.174816 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 #3: FOOTING: EAST TWO GARAGES BUILDING #3: FOOTING: WEST TWO GARAGES 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 CONTRACTOR NOTIFIED: LOAD 1: SLUMP ULTIMATE 07/11/17 4.00 0 0.0 0 0 0 0 46,900 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 32,650 0 0 45,500 47,450 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 31,900 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 14 07/10/17 1162.009 174811 80's: CLEAR