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Newcome Street Apartments concrete test report 4
4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: REPORT NUMBER: : PAGE #: 1 INSPECTION DATE: OUR FILE NUMBER:17 INSPECTOR & TEST SET: SCOTT ROBBINS #17 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : 0 0 0 1 2 0 0 4905 / 854870 4913 / 854871 0 0 0 11.75 / 11.75 2 11.75 / 23.50 3 0.00 0 0.00 0 1.00 / 1.20 0 ##1.36 / 2.05 0 0.00 0 0.00 0 1.28 / 2.25 # 2 2.40 / 3.25 ## 0.00 0 0.00 0.00 MAX: 1.50 )1 1.42 0 1 1.82 1 0 0.00 0 0.00 6.50 2 0.36 6.25 3 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: -7.00 ) 6.50 0 6.25 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 8.00 0 0.00 0 0.00 0382300 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.80 0 0.00 0 0.00 0 - 90 ) 85 0 85 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 221339 - 221344 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.221339 09/06/22 7 2160 X COARSE AGGREGATE #2: LBS.221340 09/06/22 7 2360 X COARSE AGGREGATE #3: LBS.221341 09/27/22 28 3080 0 FINE AGGREGATE: LBS.221342 09/27/22 28 3200 0 ADMIXTURE #1: OZS.221343 09/27/22 28 3290 0 ADMIXTURE #2: OZS.221344 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 ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 4 08/30/22 1162.011 221339 80's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 NEWCOME STREET APARTMENTS: QUEENSBURY, NY. IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: 0 0 DESIGN STRENGTH & FORMULA: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 0 0 0 40,200 29,600 0 0 38,650 41,350 TIME CONC. BATCHED / ARRIVED: 27,100 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 08/31/22 0.00 PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): LAB CYLINDER CONTROL NUMBERS: WATER: 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA CONCRETE, INC. CONTRACTOR NOTIFIED: LOAD 2: OVERTIME ULTIMATE 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 6 UNIT BUILDING: FOUNDATION WALL: GARAGES, WEST HALF 6 UNIT BUILDING: FOUNDATION WALL: GARAGES, EAST HALF 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.