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Mixed Use Building 70-80 Main Street Queensbury concrete test report 3_28 Days4 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: MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : 0 0 0 1 2 0 0 4907 / 858560 4905 / 858561 0 0 0 11.50 / 11.50 1 11.50 / 23.00 1 0.00 0 0.00 0 11.50 / 12.13 0 ##12.10 / 12.35 0 0.00 0 0.00 0 12.30 / 1.00 # 12 1.05 / 1.25 ## 0.00 0 0.00 0.00 MAX: 2.00 )11 1.17 0 12 1.25 0 0 0.00 0 0.50 6.00 1 0.10 6.00 1 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 6.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.50 ) 7.50 0 0.00 0 0.00 0382400 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.84 0 0.00 0 0.00 0 - 90 ) 62 0 62 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 228694 - 228699 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.228694 05/01/23 7 3940 X COARSE AGGREGATE #2: LBS.228695 05/01/23 7 4080 0 COARSE AGGREGATE #3: LBS.228696 05/22/23 28 5240 0 FINE AGGREGATE: LBS.228697 05/22/23 28 5430 0 ADMIXTURE #1: OZS.228698 05/22/23 28 5270 0 ADMIXTURE #2: OZS.228699 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 3 04/24/23 100.319 228694 50's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. JOE LEUCI FOOTHILLS BUILDERS 9 MOUNTAINSIDE DRIVE QUEENSBURY, NEW YORK 12804 49,500 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 LAB CYLINDER CONTROL NUMBERS: WATER: 0 DESIGN STRENGTH & FORMULA: 68,200 51,200 PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 0 0 65,850 66,150 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 0 0 0 0 JOINTA-GALUSHA CONCRETE COMPANY CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. ULTIMATE 04/25/23 4.50 IF APPLICABLE: 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. PLACEMENT AREA REINFORCEMENT: 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 4.00 TEST AGE 4000 TIME CONC. BATCHED / ARRIVED: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): FOUNDATION WALL: A/3.5 - A/6 FOUNDATION WALL: A/6 - E/6 PLACEMENT LOCATION OF LOAD # 0