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Newcome Street Apartments concrete test report 16
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 4906 / 863451 4598 / 863452 0 0 0 10.50 / 10.50 #10.50 / 21.00 11 0.00 0 0.00 0 9.40 / 9.55 0 ##10.00 / 10.25 0 0.00 0 0.00 0 10.05 / 10.42 # 10 10.45 / 11.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )9 1.03 0 10 1.00 0 0 0.00 0 0.40 5.00 # 0.00 5.00 11 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 ) 5.00 0 5.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 7.00 0 0.00 0 0.00 0369500 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 139.95 0 0.00 0 0.00 0 - 90 ) 68 0 68 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 238423 - 238428 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.238423 12/14/23 7 4470 0 COARSE AGGREGATE #2: LBS.238424 12/14/23 7 4430 0 COARSE AGGREGATE #3: LBS.238425 01/04/24 28 5960 0 FINE AGGREGATE: LBS.238426 01/04/24 28 5900 0 ADMIXTURE #1: OZS.238427 01/04/24 28 5860 0 ADMIXTURE #2: OZS.238428 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 16 12/07/23 1162.011 238423 20'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 74,100 55,700 0 0 74,800 73,650 TIME CONC. BATCHED / ARRIVED: 56,100 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 12/08/23 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. 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 4000 BUILDING #1: SLAB ON GRADE: GARAGES, WEST 1/2 BUILDING #1: SLAB ON GRADE: GARAGES, EAST 1/2 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.