Loading...
Wedgewood Apts concrete test report 74 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: REPORT NUMBER: : PAGE #: 1 INSPECTION DATE: OUR FILE NUMBER:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4587 / 819532 4560 / 819533 4903 / 819534 10.00 / 10.00 2 10.00 / 20.00 2 10.00 / 30.00 2.4 1.15 / 1.30 0 ##1.20 / 1.35 0 1.40 / 2.00 0 1.34 / 1.49 # 1 1.50 / 2.13 ##2.15 / 2.24 2.00 MAX: 1.50 )1 0.57 0 1 0.88 0 1 0.73 0 0.15 4.00 1 0.20 4.50 2 0.40 4.25 2 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.24 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 4.00 0 4.50 0 4.25 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.60 0 0.00 0 0.00 0374600 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 141.88 0 0.00 0 0.00 0 - 90 ) 72 0 72 0 72 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 173787 - 173792 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.173787 06/07/17 7 2790 X COARSE AGGREGATE #2: LBS.173788 06/07/17 7 2680 X COARSE AGGREGATE #3: LBS.173789 06/28/17 28 3620 0 FINE AGGREGATE: LBS.173790 06/28/17 28 3720 0 ADMIXTURE #1: OZS.173791 06/28/17 28 3500 0 ADMIXTURE #2: OZS.173792 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 TOM JOSLIN, S.E.T. (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X Tom Joslin Tom Joslin Tom Joslin Tom Joslin APPLIED LOAD 7 05/31/17 1162.009 173787 60's: CLEAR PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WEDGEWOOD APARTMENTS: BURKE DRIVE, 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: 35,100 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 46,700 33,650 0 0 45,450 44,000 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC 0 ULTIMATE 06/01/17 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: WEST WALL, NORTH HALF BUILDING #3: FOOTING: NORTH WALL PLACEMENT LOCATION OF LOAD # BUILDING #3: FOOTING: EAST WALL, NORTH HALF 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: 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: REPORT NUMBER: : PAGE #: 2 INSPECTION DATE: OUR FILE NUMBER:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 4 : PLACEMENT LOCATION OF LOAD # 5 : 0 0 0 4 5 0 0 4584 / 819535 4905 / 819536 0 0 0 10.00 / 40.00 3 10.00 / 50.00 3 0.00 0 0.00 0 2.10 / 2.25 0 ##2.40 / 3.04 0 0.00 0 0.00 0 2.30 / 2.52 # 3 3.10 / 3.21 ## 0.00 0 0.00 0.00 MAX: 1.50 )2 0.70 0 2 0.68 0 0 0.00 0 0.10 4.50 2 0.40 5.00 3 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 ) 4.50 0 5.00 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )0.00 0 5.60 0 0.00 0037300 UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 141.28 0 0.00 0 - 90 ) 73 0 73 0 0 0 NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0 0 0 173793 - 173798 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.173793 06/07/17 7 2420 X COARSE AGGREGATE #2: LBS.173794 06/07/17 7 2310 X COARSE AGGREGATE #3: LBS.173795 06/28/17 28 3200 0 FINE AGGREGATE: LBS.173796 06/28/17 28 3150 0 ADMIXTURE #1: OZS.173797 06/28/17 28 3300 0 ADMIXTURE #2: OZS.173798 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 TOM JOSLIN, S.E.T. (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: EAST WALL, SOUTH HALF; SOUTH WALL, EAST HALF BUILDING #3: FOOTING: SOUTH WALL, WEST HALF; WEST W ALL, SOUTH HALF PLACEMENT LOCATION OF LOAD # 0 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 0 ULTIMATE 06/01/17 4.00 0 0.0 0 0 0 0 39,600 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 29,000 0 0 40,250 41,450 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 30,450 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: LAB CYLINDER CONTROL NUMBERS: WATER: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): IF APPLICABLE: PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY. Tom Joslin Tom Joslin Tom Joslin Tom Joslin APPLIED LOAD 7 05/31/17 1162.009 173793 60's: CLEAR