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Gross Electric Queensbury concrete test report 54 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: JAG INDUSTRIES, INC.REPORT NUMBER: : PAGE #: 1 175 BROAD STREET, SUITE 320 INSPECTION DATE: GLENS FALLS, NEW YORK 12801 OUR FILE NUMBER:17 INSPECTOR & TEST SET: SCOTT ROBBINS #17 ATT'N: MR. TIMOTHY BARBER AMBIENT WEATHER: GROSS ELECTRIC: BIG BAY ROAD, QUEENSBURY, NEW YORK OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 5 : PLACEMENT LOCATION OF LOAD # 10 : 1 5 0 10 4907 / 852201 4908 / 852205 4911 / 852210 10.00 / 10.00 7 10.00 / 50.00 8 10.00 / 100.00 8.833 6.20 / 6.55 0 ##7.09 / 7.35 0 7.50 / 8.15 0 7.00 / 7.10 # 7 7.50 / 7.58 ##8.40 / 8.50 9.00 MAX: 1.50 )6 0.83 0 7 0.82 0 7 1.00 0 0.20 5.50 7 0.09 6.50 7 0.50 6.50 8 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.50 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )5.50 1 6.50 1 6.50 1 ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 2.50 0 2.00 0 1.90 0390038353898 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.72 0 145.26 0 147.64 0 - 90 ) 63 0 62 0 60 0 NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6 217130 - 217135 217136 - 217141 217142 - 217147 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.217130 04/28/22 7 4640 0 COARSE AGGREGATE #2: LBS.217131 04/28/22 7 4510 0 COARSE AGGREGATE #3: LBS.217132 05/19/22 28 5420 0 FINE AGGREGATE: LBS.217133 05/19/22 28 5190 0 ADMIXTURE #1: OZS.217134 05/19/22 28 5410 0 ADMIXTURE #2: OZS.217135 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.217136 04/28/22 7 3750 X 0 1 0 217137 04/28/22 7 3770 X REPORT DISTRIBUTION:0 1 0 217138 05/19/22 28 4810 0 0 1 0 217139 05/19/22 28 4880 0 0 1 0 217140 05/19/22 28 5000 0 0 1 0 217141 01/00/00 SPARE 0 X 1 1 217142 04/28/22 7 3550 X RESPECTFULLY SUBMITTED,0 0 1 217143 04/28/22 7 3700 X CONSTRUCTION TECHNOLOGY 0 0 1 217144 05/19/22 28 4340 0 0 0 1 217145 05/19/22 28 4430 0 ROBERT BEHAN (NICET)0 0 1 217146 05/19/22 28 4370 0 MANAGER TECHNICAL SVCS.0 0 1 217147 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 2.00 TEST AGE 4000 SLAB ON GRADE: A/E @ 9/5, WEST PROCEEDING EAST SLAB ON GRADE: A/E @ 9/5, WEST PROCEEDING EAST PLACEMENT LOCATION OF LOAD # SLAB ON GRADE: A/E @ 9/5, WEST PROCEEDING EAST 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. 0 44,600 46,450 54,550 55,700 54,900 0 0.0 0 0 47,350 0 JOINTA-GALUSHA CONCRETE, INC CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. ULTIMATE 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: TIME CONC. BATCHED / ARRIVED: 58,300 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 04/22/22 0.00 PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): LAB CYLINDER CONTROL NUMBERS: WATER: DESIGN STRENGTH & FORMULA: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 62,850 61,300 60,400 65,200 56,700 47,150 0 68,050 67,950 Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 5 04/21/22 813.038 217130 30's: INTERIOR PROJECT: CONSTRUCTION TECHNOLOGY IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: 0 0