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Six Flags Bobcat Roller Coaster NY concrete test report 14 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:9 INSPECTOR & TEST SET: DONALD HOOK #9 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 10 624 / 1840717 688 / 1840721 724 / 1840726 10.00 / 10.00 7 10.00 / 50.00 8 10.00 / 100.00 9.53 6.41 / 7.00 0 ##7.40 / 7.53 0 8.34 / 8.54 0 7.08 / 7.21 # 8 8.05 / 8.19 ##9.13 / 9.32 9.00 MAX: 1.50 )6 0.67 0 7 0.65 0 8 0.97 0 0.41 6.00 7 0.40 5.75 8 0.34 6.50 9 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 6.00 5.75 6.50 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 6.00 0 5.75 0 6.50 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.40 0 5.80 0 6.10 0391939203894 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 148.44 0 148.48 0 147.49 0 - 90 ) 71 0 73 0 73 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 239107 - 239112 239113 - 239118 239119 - 239124 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.239107 12/29/23 7 5500 0 COARSE AGGREGATE #2: LBS.239108 12/29/23 7 5450 0 COARSE AGGREGATE #3: LBS.239109 01/19/24 28 6890 0 FINE AGGREGATE: LBS.239110 01/19/24 28 6740 0 ADMIXTURE #1: OZS.239111 01/19/24 28 6930 0 ADMIXTURE #2: OZS.239112 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.239113 12/29/23 7 5840 0 0 1 0 239114 12/29/23 7 5880 0 REPORT DISTRIBUTION:0 1 0 239115 01/19/24 28 7790 0 0 1 0 239116 01/19/24 28 7580 0 0 1 0 239117 01/19/24 28 7890 0 0 1 0 239118 01/00/00 SPARE 0 X 1 1 239119 12/29/23 7 5360 0 RESPECTFULLY SUBMITTED,0 0 1 239120 12/29/23 7 5300 0 CONSTRUCTION TECHNOLOGY 0 0 1 239121 01/19/24 28 7610 0 0 0 1 239122 01/19/24 28 7420 0 ROBERT BEHAN, (NICET)0 0 1 239123 01/19/24 28 7660 0 MANAGER TECHNICAL SVCS.0 0 1 239124 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-1 - P-11, WEST PROCEEDING EAST FOOTING: P-1 - P-11, WEST PROCEEDING EAST PLACEMENT LOCATION OF LOAD # FOOTING: P-1 - P-11, WEST PROCEEDING EAST 73,850 0 CRANESVILLE CONCRETE COMPANY CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. ULTIMATE 12/25/23 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 67,350 66,600 95,550 93,200 96,150 99,100 95,200 97,850 0 0 73,400 0 86,550 87,100 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: 84,700 68,400 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 1 12/22/23 574.047 239107 20's: PARTLY CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. MIKE WILLIGAN ROZELL INDUSTRIES 129 PARK ROAD QUEENSBURY, NEW YORK 12804 69,100 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:9 INSPECTOR & TEST SET: DONALD HOOK #9 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 25 714 / 1840731 716 / 1840740 721 / 1840745 10.00 / 150.00 #10.00 / 200.00 11 10.00 / 250.00 12.3 9.22 / 9.36 0 ##10.42 / 10.58 0 11.46 / 12.05 0 9.48 / 10.06 # 11 11.13 / 11.23 ##12.11 / 12.19 12.00 MAX: 1.50 )9 0.73 0 10 0.68 0 11 0.55 0 0.22 6.25 # 0.42 6.00 11 0.46 6.75 12 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.19 6.25 6.00 6.75 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 6.25 0 6.00 0 6.75 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 4.90 0 5.20 0 5.60 0390839803869 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 148.02 0 150.75 0 146.54 0 - 90 ) 74 0 73 0 74 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 239125 - 239130 239131 - 239136 239137 - 239142 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.239125 12/29/23 7 4670 0 COARSE AGGREGATE #2: LBS.239126 12/29/23 7 4800 0 COARSE AGGREGATE #3: LBS.239127 01/19/24 28 5730 0 FINE AGGREGATE: LBS.239128 01/19/24 28 5620 0 ADMIXTURE #1: OZS.239129 01/19/24 28 5670 0 ADMIXTURE #2: OZS.239130 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.239131 12/29/23 7 5520 0 0 1 0 239132 12/29/23 7 5610 0 REPORT DISTRIBUTION:0 1 0 239133 01/19/24 28 7550 0 0 1 0 239134 01/19/24 28 7420 0 0 1 0 239135 01/19/24 28 7280 0 0 1 0 239136 01/00/00 SPARE 0 X 1 1 239137 12/29/23 7 5030 0 RESPECTFULLY SUBMITTED,0 0 1 239138 12/29/23 7 5000 0 CONSTRUCTION TECHNOLOGY 0 0 1 239139 01/19/24 28 6150 0 0 0 1 239140 01/19/24 28 6200 0 ROBERT BEHAN, (NICET)0 0 1 239141 01/19/24 28 6220 0 MANAGER TECHNICAL SVCS.0 0 1 239142 01/00/00 SPARE 0 X CONSTRUCTION TECHNOLOGY ROZELL INDUSTRIES 1 MR. MIKE WILLIGAN 20's: PARTLY CLOUDY PROJECT:239125 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-1 - P-11, WEST PROCEEDING EAST 129 PARK ROAD 12/22/23 QUEENSBURY, NEW YORK 12804 574.047 TIME CONC. BATCHED / ARRIVED: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): FOOTING: P-1 - P-11, WEST PROCEEDING EAST 0 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 CRANESVILLE CONCRETE COMPANY 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 12/25/23 0 TEST AGE ULTIMATE 58,700 60,250 0 DAYS APPLIED LOAD 0.0 71,200 0 71,950 0 70,600 70,450 94,850 1: FILE 5:93,150 2: SUPPLIER 6:91,400 0 0.0 69,300 0 63,200 62,750 77,300 Robert BehanRobert BehanRobert BehanRobert Behan 77,900 78,150 3:7:0 4:8:0