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Six Flags Bobcat Roller Coaster NY concrete test report 34 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 / 864075 5425 / 864080 4912 / 864077 10.00 / 10.00 9 10.00 / 50.00 10 10.00 / 100.00 11.5 7.19 / 8.06 0 ##8.45 / 9.05 0 10.29 / 10.58 0 8.15 / 8.34 # 9 9.35 / 9.55 ##11.19 / 11.28 11.00 MAX: 1.50 )7 1.25 0 8 1.17 0 10 0.98 0 0.19 5.50 8 0.45 6.00 9 0.29 5.75 11 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.28 5.50 6.00 5.75 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 5.50 0 6.00 0 5.75 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )2.90 1 4.10 0 5.50 0396539153881 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 150.18 0 148.29 0 147.00 0 - 90 ) 67 0 68 0 69 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 240001 - 240006 240007 - 240012 240013 - 240018 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.240001 02/05/24 7 5580 0 COARSE AGGREGATE #2: LBS.240002 02/05/24 7 5670 0 COARSE AGGREGATE #3: LBS.240003 02/26/24 28 7130 0 FINE AGGREGATE: LBS.240004 02/26/24 28 7260 0 ADMIXTURE #1: OZS.240005 02/26/24 28 7060 0 ADMIXTURE #2: OZS.240006 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.240007 02/05/24 7 5020 0 0 1 0 240008 02/05/24 7 5070 0 REPORT DISTRIBUTION:0 1 0 240009 02/26/24 28 6380 0 0 1 0 240010 02/26/24 28 6470 0 0 1 0 240011 02/26/24 28 6520 0 0 1 0 240012 01/00/00 SPARE 0 X 1 1 240013 02/05/24 7 4650 0 RESPECTFULLY SUBMITTED,0 0 1 240014 02/05/24 7 4620 0 CONSTRUCTION TECHNOLOGY 0 0 1 240015 02/26/24 28 6000 0 0 0 1 240016 02/26/24 28 6150 0 ROBERT BEHAN, (NICET)0 0 1 240017 02/26/24 28 5970 0 MANAGER TECHNICAL SVCS.0 0 1 240018 01/00/00 SPARE 0 X Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 3 01/29/24 574.047 240001 30's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. MIKE WILLIGAN ROZELL INDUSTRIES 129 PARK ROAD QUEENSBURY, NEW YORK 12804 70,100 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 DESIGN STRENGTH & FORMULA: 91,200 71,250 PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 63,000 0 89,500 88,650 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: 0 0.0 0 0 58,450 58,000 75,350 77,200 74,950 81,950 81,300 80,100 0 0 63,700 0 JOINTA-GALUSHA CONCRETE, INC. CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. ULTIMATE 01/30/24 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: 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-20 - P-17, NORTH PROCEEDING SOUTH FOOTING: P-20 - P-17, NORTH PROCEEDING SOUTH PLACEMENT LOCATION OF LOAD # FOOTING: P-20 - P-17, NORTH PROCEEDING SOUTH 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 : 0 0 0 15 20 0 0 4525 / 864091 4907 / 864097 0 0 0 10.00 / 150.00 #10.00 / 200.00 2 0.00 0 0.00 0 11.26 / 11.47 0 ##12.55 / 1.15 0 0.00 0 0.00 0 12.34 / 12.42 # 13 1.40 / 1.47 ## 0.00 0 0.00 0.00 MAX: 1.50 )11 1.27 0 12 0.87 0 0 0.00 0 0.26 6.25 # 0.55 6.25 1 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 6.25 6.25 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 7.00 ) 6.25 0 6.25 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.00 0 6.90 0 0.00 0383338780 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.18 0 146.88 0 0.00 0 - 90 ) 63 0 62 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 0 240019 - 240024 240025 - 240030 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.240019 02/05/24 7 4430 0 COARSE AGGREGATE #2: LBS.240020 02/05/24 7 4550 0 COARSE AGGREGATE #3: LBS.240021 02/26/24 28 5660 0 FINE AGGREGATE: LBS.240022 02/26/24 28 5700 0 ADMIXTURE #1: OZS.240023 02/26/24 28 5720 0 ADMIXTURE #2: OZS.240024 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.240025 02/05/24 7 4410 0 0 1 0 240026 02/05/24 7 4370 0 REPORT DISTRIBUTION:0 1 0 240027 02/26/24 28 5700 0 0 1 0 240028 02/26/24 28 5630 0 0 1 0 240029 02/26/24 28 5780 0 0 1 0 240030 01/00/00 SPARE 0 X 1 1 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 ROZELL INDUSTRIES 3 MR. MIKE WILLIGAN 30's: CLOUDY PROJECT:240019 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-45 - P-41, NORTH PROCEEDING SOUTH 129 PARK ROAD 01/29/24 QUEENSBURY, NEW YORK 12804 574.047 TIME CONC. BATCHED / ARRIVED: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): FOOTING: P-45 - P-41, NORTH PROCEEDING SOUTH 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 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 01/30/24 0 TEST AGE ULTIMATE 55,600 57,100 0 DAYS APPLIED LOAD 0.0 71,900 0 71,150 0 71,600 54,900 71,550 1: FILE 5:70,750 2: SUPPLIER 6:72,550 0 0.0 55,350 0 0 0 0 Robert BehanRobert BehanRobert BehanRobert Behan 0 0 3:7:0 4:8:0