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Gross Electric Queensbury concrete test report 24 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:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: MR. TIMOTHY BARBER AMBIENT WEATHER: GROSS ELECTRIC: BIG BAY ROAD, QUEENSBURY, NEW YORK OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 4912 / 851358 4905 / 851359 4525 / 851360 11.50 / 11.50 #11.50 / 23.00 11 11.00 / 34.00 11.2 9.28 / 9.40 0 ##10.00 / 10.17 0 10.45 / 11.00 0 9.50 / 10.16 # 10 10.20 / 10.40 ##11.01 / 11.12 11.00 MAX: 1.50 )9 0.80 0 10 0.67 0 10 0.45 0 0.28 4.50 # 0.00 5.00 10 0.45 4.50 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 0.12 4.50 5.00 4.50 PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )4.50 1 5.00 1 4.50 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.80 0 0.00 0 0.00 0371800 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 140.82 0 0.00 0 0.00 0 - 90 ) 58 0 58 0 58 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 215019 - 215024 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.215019 01/26/22 7 3560 X COARSE AGGREGATE #2: LBS.215020 01/26/22 7 3480 X COARSE AGGREGATE #3: LBS.215021 02/16/22 28 5530 0 FINE AGGREGATE: LBS.215022 02/16/22 28 5670 0 ADMIXTURE #1: OZS.215023 02/16/22 28 5450 0 ADMIXTURE #2: OZS.215024 01/00/00 SPARE 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 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 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 FOUNDATION WALL: A/9 - E/9 FOUNDATION WALL: E/9 - E/5 PLACEMENT LOCATION OF LOAD # FOUNDATION WALL: A/9 - A/5 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 0 0 0 0 0 0 0.0 0 0 0 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: 44,700 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 01/20/22 3.00 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: 0 0 0 71,200 43,650 0 0 69,500 68,450 Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 2 01/19/22 813.038 215019 10's: CLEAR PROJECT: CONSTRUCTION TECHNOLOGY IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: 0 0