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Wedgewood Apts concrete test report 104 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: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 4563 / 819823 4585 / 819824 4587 / 819825 11.00 / 11.00 #11.00 / 22.00 1 11.00 / 33.00 1.483 12.17 / 12.34 0 ##12.20 / 12.40 0 12.57 / 1.11 0 12.37 / 12.50 # 12 12.52 / 1.11 ##1.14 / 1.29 1.00 MAX: 1.50 )12 0.55 0 12 0.85 0 12 0.53 0 0.17 6.25 # 0.20 5.75 1 0.57 6.00 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 0.29 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.25 1 5.75 1 6.00 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.70 0 0.00 0 0.00 0362000 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 137.11 0 0.00 0 0.00 0 - 90 ) 84 0 84 0 82 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 174117 - 174122 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.174117 06/20/17 7 1620 X COARSE AGGREGATE #2: LBS.174118 06/20/17 7 1780 X COARSE AGGREGATE #3: LBS.174119 07/11/17 28 2520 X FINE AGGREGATE: LBS.174120 07/11/17 28 2440 X ADMIXTURE #1: OZS.174121 08/08/17 56 2630 X ADMIXTURE #2: OZS.174122 09/12/17 91 3100 0 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 #7: FOOTING: NORTHWEST SECTION BUILDING #7: FOOTING: NORTHEAST SECTION PLACEMENT LOCATION OF LOAD # BUILDING #7: FOOTING: SOUTHEAST SECTION 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 1,2,3: SLUMP ULTIMATE 06/14/17 4.00 0 0.0 38,950 0 0 0 30,600 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 22,350 0 0 31,700 33,000 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 20,400 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 10 06/13/17 1162.009 174117 80's: CLEAR 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:6 INSPECTOR & TEST SET: BOB BEHAN #6 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 4 : 0 0 0 0 0 0 4 0 0 0 4904 / 819826 0 0 0 0 0 0 11.00 / 44.00 2 0.00 0 0.00 0 0.00 0 0.00 0 1.10 / 1.25 0 ## 0.00 0 0.00 0 0.00 0 0.00 0 1.33 / 1.53 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00 MAX: 1.50 )1 0.72 0 0 0.00 0 0 0.00 0 0.10 5.75 1 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 )5.75 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 ) 86 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 01/00/00 0 0 X COARSE AGGREGATE #2: LBS.0 01/00/00 0 0 X COARSE AGGREGATE #3: LBS.0 01/00/00 0 0 X FINE AGGREGATE: LBS.0 01/00/00 0 0 X ADMIXTURE #1: OZS.0 01/00/00 0 0 X ADMIXTURE #2: OZS.0 01/00/00 0 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 10 06/13/17 1162.009 0 80'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: 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 JOINTA-GALUSHA, LLC CONTRACTOR NOTIFIED: LOAD 4: SLUMP ULTIMATE 06/14/17 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 #7: FOOTING: SOUTHWEST SECTION 0 PLACEMENT LOCATION OF LOAD # 0 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: