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Westbrook Sr Housing Phase III concrete test report 24 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:7 INSPECTOR & TEST SET: MIKE MARQUETTE #7 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4907 / 846407 4905 / 846408 4912 / 846409 11.00 / 11.00 3 11.00 / 22.00 4 11.00 / 33.00 4.533 2.39 / 3.06 0 ##2.54 / 3.35 0 3.11 / 3.38 0 3.11 / 3.21 # 3 3.39 / 4.05 ##4.07 / 4.32 4.00 MAX: 1.50 )2 0.70 0 2 1.18 0 3 1.35 0 0.39 6.00 3 0.54 5.75 4 0.11 6.25 4 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.32 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 5.75 1 6.25 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.10 0 0.00 0 0.00 0366000 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 138.63 0 0.00 0 0.00 0 - 90 ) 70 0 69 0 68 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 207319 - 207324 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.207319 05/20/21 7 3140 0 COARSE AGGREGATE #2: LBS.207320 05/20/21 7 3030 0 COARSE AGGREGATE #3: LBS.207321 06/10/21 28 3940 0 FINE AGGREGATE: LBS.207322 06/10/21 28 3990 0 ADMIXTURE #1: OZS.207323 06/10/21 28 4080 0 ADMIXTURE #2: OZS.207324 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 2 05/13/21 1162.010 207319 70's: CLEAR 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. 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): LAB CYLINDER CONTROL NUMBERS: WATER: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 39,450 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 0 0 0 50,100 38,100 0 0 49,450 51,250 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP ULTIMATE 05/14/21 4.00 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 BUILDING #3: FOOTING: NORTH WALL, EAST CENTER SECTION; BUILDING #3: FOOTING: NORTH WALL, WEST CENTER SECTION; PLACEMENT LOCATION OF LOAD # BUILDING #3: FOOTING: INTERIOR 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: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: