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Westbrook Sr Housing Phase III 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: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 4913 / 846320 4903 / 846321 4907 / 846322 11.00 / 11.00 3 11.00 / 22.00 3 11.00 / 33.00 3.267 1.28 / 2.02 0 ##1.47 / 2.16 0 2.13 / 2.45 0 2.06 / 2.31 # 2 2.33 / 3.01 ##3.03 / 3.16 3.00 MAX: 1.50 )1 1.05 0 1 1.23 0 2 1.05 0 0.28 4.25 2 0.47 5.25 3 0.13 5.50 3 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.16 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 4.25 0 5.25 1 5.50 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.50 0 0.00 0 0.00 0385900 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 146.16 0 0.00 0 0.00 0 - 90 ) 62 0 63 0 61 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 207235 - 207240 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.207235 05/18/21 7 4800 0 COARSE AGGREGATE #2: LBS.207236 05/18/21 7 4590 0 COARSE AGGREGATE #3: LBS.207237 06/08/21 28 5660 0 FINE AGGREGATE: LBS.207238 06/08/21 28 5510 0 ADMIXTURE #1: OZS.207239 06/08/21 28 5450 0 ADMIXTURE #2: OZS.207240 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: BUILDING #3: FOOTING: NORTH WALL, EAST 1/4; EAST WALL BUILDING #3: FOOTING: SOUTH WALL, EAST 1/2 PLACEMENT LOCATION OF LOAD # BUILDING #3: FOOTING: SOUTH WALL, WEST 1/2 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, LLC CONTRACTOR NOTIFIED: LOAD 2,3: SLUMP ULTIMATE 05/12/21 4.00 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 69,200 57,700 0 0 71,050 68,450 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: TIME CONC. BATCHED / ARRIVED: 60,350 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 1 05/11/21 1162.010 207235 60's: CLEAR 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: REPORT NUMBER: : PAGE #: 2 INSPECTION DATE: OUR FILE NUMBER:7 INSPECTOR & TEST SET: MIKE MARQUETTE #7 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 4 : 0 0 0 0 0 0 4 0 0 0 4904 / 846323 0 0 0 0 0 0 11.00 / 44.00 4 0.00 0 0.00 0 0.00 0 0.00 0 2.50 / 3.20 0 ## 0.00 0 0.00 0 0.00 0 0.00 0 3.19 / 3.40 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )2 0.83 0 0 0.00 0 0 0.00 0 0.50 5.25 3 0.00 0.00 0 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: - 5.00 )5.25 1 0.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 0.00 0 0.00 0000 UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0 - 90 ) 64 0 0 0 0 0 NUMBER OF TEST SPECIMEN CAST:0 0 0 0 0 0 0 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.0 05/18/21 7 2130 X COARSE AGGREGATE #2: LBS.0 05/18/21 7 2040 X COARSE AGGREGATE #3: LBS.0 06/08/21 28 0 X FINE AGGREGATE: LBS.0 06/08/21 28 0 X ADMIXTURE #1: OZS.0 06/08/21 28 0 X ADMIXTURE #2: OZS.0 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 CONSTRUCTION TECHNOLOGY SCHEMERHORN CONSTRUCTION, INC.1 536 BAY ROAD, SUITE 2 05/11/21 QUEENSBURY, NEW YORK 12804 1162.010 MR. DARREN VanDeWARKER 60's: CLEAR PROJECT:WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.0 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 PLACEMENT LOCATION OF LOAD # BUILDING #3: FOOTING: WEST WALL; NORTH WALL, WEST 1/4 0 0 DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: TIME CONC. BATCHED / ARRIVED: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 0.00 4.00 0.00 CONCRETE TEMP. (F) (SPEC:45 LAB CYLINDER CONTROL NUMBERS: DISCREPANCIES & REMARKS: CONTRACTOR NOTIFIED: LOAD 4: SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5 PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 JOINTA-GALUSHA, LLC DESIGN STRENGTH & FORMULA: 3000 05/12/21 0 TEST AGE ULTIMATE 0 DAYS APPLIED LOAD WATER:0.0 60,350 57,700 0 0 0 0.0 0 0 0 0.0 0 0 0 1: FILE 5:0 2: SUPPLIER 6:0 3:7:0 Robert BehanRobert BehanRobert BehanRobert Behan 0 0 0 4:8:0 0 0 0