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Newcome Street Apartments concrete test report 2
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 : 0 0 0 0 0 0 1 0 0 0 4906 / 854640 0 0 0 0 0 0 9.00 / 9.00 # 0.00 0 0.00 0 0.00 0 0.00 0 11.40 / 11.50 0 ## 0.00 0 0.00 0 0.00 0 0.00 0 12.05 / 12.22 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )11 0.70 0 0 0.00 0 0 0.00 0 0.40 4.50 # 0.00 0.00 0 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: -6.00 ) 4.50 0 0.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 6.10 0 0.00 0 0.00 0382600 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.92 0 0.00 0 0.00 0 - 90 ) 82 0 0 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 220874 - 220879 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.220874 08/26/22 7 3140 0 COARSE AGGREGATE #2: LBS.220875 08/26/22 7 3010 0 COARSE AGGREGATE #3: LBS.220876 09/16/22 28 4000 0 FINE AGGREGATE: LBS.220877 09/16/22 28 3970 0 ADMIXTURE #1: OZS.220878 09/16/22 28 3870 0 ADMIXTURE #2: OZS.220879 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 2 08/19/22 1162.011 220874 80's: CLEAR 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 49,900 37,800 0 0 50,250 48,650 TIME CONC. BATCHED / ARRIVED: 39,450 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 08/22/22 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. 0 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 2 UNIT BUILDING: FOOTING 0 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.