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Tidal Wave Auto Spa Queensbury concrete test report 6
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 36 / 22220 0 0 0 0 0 0 7.00 / 7.00 # 0.00 0 0.00 0 0.00 0 0.00 0 10.00 / 10.35 0 ## 0.00 0 0.00 0 0.00 0 0.00 0 10.45 / 11.45 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )10 1.75 1 0 0.00 0 0 0.00 0 0.00 5.00 # 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 5.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.00 0 0.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 4.80 0 0.00 0 0.00 0388400 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.11 0 0.00 0 0.00 0 - 90 ) 70 0 0 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 222930 - 222935 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.222930 10/10/22 7 4470 0 COARSE AGGREGATE #2: LBS.222931 10/10/22 7 4370 0 COARSE AGGREGATE #3: LBS.222932 10/31/22 28 0 X FINE AGGREGATE: LBS.222933 10/31/22 28 0 X ADMIXTURE #1: OZS.222934 10/31/22 28 0 X ADMIXTURE #2: OZS.222935 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 6 10/03/22 100.293 222930 50's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. DANIEL RODRIGUEZ FERRANDINO & SONS, INC. 71 CAROLYN BLVD. FARMINGDALE, NEW YORK 11735 TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 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 0 54,900 0 0 0 0 TIME CONC. BATCHED / ARRIVED: 56,200 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 10/04/22 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 1: 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 4000 SLAB ON GRADE: CONVEYOR SUPPORT 0 PLACEMENT LOCATION OF LOAD # 0 0.00 45 PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.