Loading...
Tidal Wave Auto Spa Queensbury concrete test report 9 -11_30_20224 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:20 INSPECTOR & TEST SET: TONY SHAHINIAN #20 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : 0 0 0 1 2 0 0 4905 / 856192 4903 / 856193 0 0 0 10.00 / 10.00 9 10.00 / 20.00 9 0.00 0 0.00 0 7.30 / 7.45 0 ##8.00 / 8.05 0 0.00 0 0.00 0 7.55 / 8.30 # 8 8.30 / 9.05 ## 0.00 0 0.00 0.00 MAX: 1.50 )7 1.00 0 8 1.08 0 0 0.00 0 0.30 4.50 8 0.00 5.00 9 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:- 8.00 ) 4.50 0 5.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 5.40 0 0.00 0 0.00 0400600 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 151.73 0 0.00 0 0.00 0 - 90 ) 64 0 65 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 224258 - 224263 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.224258 11/08/22 7 4850 0 COARSE AGGREGATE #2: LBS.224259 11/08/22 7 4670 0 COARSE AGGREGATE #3: LBS.224260 11/29/22 28 6470 0 FINE AGGREGATE: LBS.224261 11/29/22 28 6340 0 ADMIXTURE #1: OZS.224262 11/29/22 28 6570 0 ADMIXTURE #2: OZS.224263 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 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 FOUNDATION WALL: VACUUM BUILDING, SOUTH HALF FOUNDATION WALL: VACUUM BUILDING, NORTH HALF 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. 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA -GALUSHA CONCRETE, INC. ULTIMATE 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: TIME CONC. BATCHED / ARRIVED: 60,900 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 11/02/22 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: 0 0 0 79,600 58,600 0 0 81,300 82,550 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: Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 9 11/01/22 100.293 224258 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: