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Tidal Wave Auto Spa Queensbury concrete test report 1
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 4910 / 855303 4912 / 855305 0 0 0 11.00 / 11.00 4 8.00 / 19.00 5 0.00 0 0.00 0 3.10 / 3.30 0 ##3.29 / 3.45 0 0.00 0 0.00 0 3.35 / 4.15 # 3 4.03 / 4.51 ## 0.00 0 0.00 0.00 MAX: 1.50 )3 1.08 0 3 1.37 0 0 0.00 0 0.10 6.00 4 0.29 5.75 4 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 ) 6.00 0 5.75 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC:- 7.00 ) 6.80 0 0.00 0 0.00 0381400 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.46 0 0.00 0 0.00 0 - 90 ) 81 0 79 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 222234 - 222239 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.222234 09/27/22 7 3950 X COARSE AGGREGATE #2: LBS.222235 09/27/22 7 3810 X COARSE AGGREGATE #3: LBS.222236 10/18/22 28 5130 0 FINE AGGREGATE: LBS.222237 10/18/22 28 5280 0 ADMIXTURE #1: OZS.222238 10/18/22 28 5160 0 ADMIXTURE #2: OZS.222239 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 1 09/20/22 100.293 222234 70'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 66,300 47,850 0 0 64,400 64,850 TIME CONC. BATCHED / ARRIVED: 49,600 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 09/21/22 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 4000 SLAB ON GRADE: WASH BAY TRENCH FOOTING: EQUIPMENT ROOM & TUNNEL 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.