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Six Flags Bobcat Roller Coaster NY concrete test report 4 (2)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:14 INSPECTOR & TEST SET: PAUL SANTIAGO #14 ATT'N: AMBIENT WEATHER: BOBCAT ROLLER COASTER: SIX FLAGS GREAT ADVENTURE: QUEENSBURY, NY OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 5 : PLACEMENT LOCATION OF LOAD # 10 : 1 5 0 10 4907 / 864261 4901 / 864265 4908 / 864274 10.00 / 10.00 8 10.00 / 50.00 9 10.00 / 100.00 10.6 6.45 / 7.05 0 ##7.50 / 8.38 0 9.50 / 10.15 0 7.15 / 7.33 # 8 8.40 / 8.51 ##10.21 / 10.37 10.00 MAX: 1.50 )6 0.80 0 7 1.02 0 9 0.78 0 0.45 6.50 7 0.50 7.00 8 0.50 5.50 10 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.37 6.50 7.00 5.50 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 6.50 0 7.00 0 5.50 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 4.00 0 6.90 0 4.50 0395637843935 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 149.84 0 143.32 0 149.04 0 - 90 ) 64 0 60 0 63 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 240699 - 240704 240705 - 240710 240711 - 240716 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.240699 02/23/24 7 5270 0 COARSE AGGREGATE #2: LBS.240700 02/23/24 7 5320 0 COARSE AGGREGATE #3: LBS.240701 03/15/24 28 6080 0 FINE AGGREGATE: LBS.240702 03/15/24 28 5990 0 ADMIXTURE #1: OZS.240703 03/15/24 28 6160 0 ADMIXTURE #2: OZS.240704 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.240705 02/23/24 7 4430 0 0 1 0 240706 02/23/24 7 4390 0 REPORT DISTRIBUTION:0 1 0 240707 03/15/24 28 5900 0 0 1 0 240708 03/15/24 28 6060 0 0 1 0 240709 03/15/24 28 6150 0 0 1 0 240710 01/00/00 SPARE 0 X 1 1 240711 02/23/24 7 4880 0 RESPECTFULLY SUBMITTED,0 0 1 240712 02/23/24 7 4830 0 CONSTRUCTION TECHNOLOGY 0 0 1 240713 03/15/24 28 6570 0 0 0 1 240714 03/15/24 28 6390 0 ROBERT BEHAN, (NICET)0 0 1 240715 03/15/24 28 6520 0 MANAGER TECHNICAL SVCS.0 0 1 240716 01/00/00 SPARE 0 X 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 5.00 TEST AGE 4000 TIME CONC. BATCHED / ARRIVED: 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): FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH PLACEMENT LOCATION OF LOAD # FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH 55,200 0 JOINTA-GALUSHA CONCRETE, INC. CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. ULTIMATE 02/19/24 4.00 IF APPLICABLE: 0.00 45 PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT AREA REINFORCEMENT: 0 61,300 60,700 82,500 80,300 81,900 77,200 76,150 74,150 0 0 55,600 0 76,400 77,350 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: 0 0.0 0 DISCREPANCIES & REMARKS: 0.0 LAB CYLINDER CONTROL NUMBERS: WATER: 0 DESIGN STRENGTH & FORMULA: 75,200 66,850 PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 4 02/16/24 574.047 240699 20's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. MIKE WILLIGAN ROZELL INDUSTRIES 129 PARK ROAD QUEENSBURY, NEW YORK 12804 66,200 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 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:14 INSPECTOR & TEST SET: PAUL SANTIAGO #14 ATT'N: AMBIENT WEATHER: BOBCAT ROLLER COASTER: SIX FLAGS GREAT ADVENTURE: QUEENSBURY, NY OUR FILE LOCATION: 15 : PLACEMENT LOCATION OF LOAD # 20 : PLACEMENT LOCATION OF LOAD # 25 : 15 20 0 25 4914 / 864280 4598 / 864292 4598 / 864298 10.00 / 150.00 #10.00 / 200.00 13 10.00 / 250.00 2.13 10.38 / 10.55 0 ##11.56 / 12.16 0 1.24 / 1.45 0 11.16 / 11.39 # 12 12.36 / 12.45 ##1.59 / 2.08 2.00 MAX: 1.50 )10 1.02 0 11 0.82 0 1 0.73 0 0.38 7.00 # 0.56 5.75 12 0.24 6.25 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 0.08 7.00 5.75 6.25 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 7.00 0 5.75 0 6.25 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.40 0 6.00 0 6.30 0386738903856 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 146.47 0 147.34 0 146.05 0 - 90 ) 62 0 64 0 64 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 240717 - 240722 240723 - 240728 240729 - 240734 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.240717 02/23/24 7 4910 0 COARSE AGGREGATE #2: LBS.240718 02/23/24 7 5010 0 COARSE AGGREGATE #3: LBS.240719 03/15/24 28 6870 0 FINE AGGREGATE: LBS.240720 03/15/24 28 6680 0 ADMIXTURE #1: OZS.240721 03/15/24 28 6780 0 ADMIXTURE #2: OZS.240722 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.240723 02/23/24 7 4980 0 0 1 0 240724 02/23/24 7 5100 0 REPORT DISTRIBUTION:0 1 0 240725 03/15/24 28 6560 0 0 1 0 240726 03/15/24 28 6660 0 0 1 0 240727 03/15/24 28 6780 0 0 1 0 240728 01/00/00 SPARE 0 X 1 1 240729 02/23/24 7 4820 0 RESPECTFULLY SUBMITTED,0 0 1 240730 02/23/24 7 4830 0 CONSTRUCTION TECHNOLOGY 0 0 1 240731 03/15/24 28 6390 0 0 0 1 240732 03/15/24 28 6470 0 ROBERT BEHAN, (NICET)0 0 1 240733 03/15/24 28 6520 0 MANAGER TECHNICAL SVCS.0 0 1 240734 01/00/00 SPARE 0 X CONSTRUCTION TECHNOLOGY ROZELL INDUSTRIES 4 MR. MIKE WILLIGAN 20's: CLOUDY PROJECT:240717 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 # FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH 129 PARK ROAD 02/16/24 QUEENSBURY, NEW YORK 12804 574.047 TIME CONC. BATCHED / ARRIVED: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH FOOTING: P-38 - P-21, SOUTH PROCEEDING NORTH DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: 0.00 CONCRETE TEMP. (F) (SPEC:45 LAB CYLINDER CONTROL NUMBERS: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 5.00 4.00 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 CONCRETE, INC. DISCREPANCIES & REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. WATER:0.0 DESIGN STRENGTH & FORMULA: 4000 02/19/24 0 TEST AGE ULTIMATE 61,650 62,950 0 DAYS APPLIED LOAD 0.0 85,200 0 86,300 0 83,950 64,100 82,400 1: FILE 5:83,700 2: SUPPLIER 6:85,100 0 0.0 62,500 0 60,550 60,700 80,200 Robert BehanRobert BehanRobert BehanRobert Behan 81,300 81,900 3:7:0 4:8:0