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Westbrook Sr Housing Phase III concrete test report 134 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:6 INSPECTOR & TEST SET: BOB BEHAN #6 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4524 / 3216486 4910 / 3216487 4909 / 3216488 10.00 / 10.00 #10.00 / 20.00 13 9.00 / 29.00 1.017 10.51 / 11.45 0 ##11.38 / 12.13 0 11.46 / 12.28 0 11.52 / 12.08 # 12 12.17 / 12.33 ##12.37 / 1.01 1.00 MAX: 1.50 )10 1.28 0 11 0.92 0 11 1.25 0 0.51 5.75 # 0.38 5.50 12 0.46 5.50 1 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.01 5.75 5.50 5.50 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.75 1 5.50 1 5.50 1 ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 5.60 0 0.00 0 0.00 0375700 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.30 0 0.00 0 0.00 0 - 90 ) 61 0 62 0 62 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 214569 - 214574 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.214569 01/05/23 7 3070 0 COARSE AGGREGATE #2: LBS.214570 01/05/23 7 3030 0 COARSE AGGREGATE #3: LBS.214571 01/26/23 28 3920 0 FINE AGGREGATE: LBS.214572 01/26/23 28 3790 0 ADMIXTURE #1: OZS.214573 01/26/23 28 3830 0 ADMIXTURE #2: OZS.214574 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 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: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: MAINTENANCE BUILDING: FOUNDATION WALL: NORTH WALL MAINTENANCE BUILDING: FOUNDATION WALL: EAST WALL PLACEMENT LOCATION OF LOAD # MAINTENANCE BUILDING: FOUNDATION WALL: SOUTH & WEST WALLS 0.00 45 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 3000 0 JOINTA-GALUSHA CONCRETE, INC. CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP ULTIMATE 12/30/22 0.00 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 47,600 38,100 0 0 49,200 48,150 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: TIME CONC. BATCHED / ARRIVED: 38,550 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 0 DESIGN STRENGTH & FORMULA: IF APPLICABLE: 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): PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY. Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 13 12/29/22 1162.010 214569 30's: CLOUDY