Loading...
D and G Management Queensbury 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:5 INSPECTOR & TEST SET: DAVE CASAW #5 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : 0 0 0 1 2 0 0 4620 / 3242417 4523 / 3242418 0 0 0 11.50 / 11.50 3 11.50 / 23.00 3 0.00 0 0.00 0 1.45 / 2.30 0 ##2.12 / 2.46 0 0.00 0 0.00 0 2.40 / 2.55 # 2 2.55 / 3.11 ## 0.00 0 0.00 0.00 MAX: 1.50 )1 1.17 0 2 0.98 0 0 0.00 0 0.45 5.00 2 0.12 5.25 3 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 0.00 0.00 0.00 PLACEMENT SLUMP (INCH) (SPEC: -5.50 ) 5.00 0 5.25 0 0.00 0 ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 5.40 0 0.00 0 0.00 0389900 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.68 0 0.00 0 0.00 0 - 90 ) 80 0 78 0 0 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 244830 - 244835 0 0 0 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.244830 08/20/24 7 2680 X COARSE AGGREGATE #2: LBS.244831 08/20/24 7 2800 X COARSE AGGREGATE #3: LBS.244832 09/10/24 28 0 X FINE AGGREGATE: LBS.244833 09/10/24 28 0 X ADMIXTURE #1: OZS.244834 09/10/24 28 0 X ADMIXTURE #2: OZS.244835 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 Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 1 08/13/24 1670.004 244830 80's: CLEAR PROJECT: CONSTRUCTION TECHNOLOGY MR. DALE BALDWIN DALE BALDWIN MASON CONTRACTOR 624 BUTTERMILK FALLS ROAD FORT ANN, NEW YORK 12822 D & G MANAGEMENT: 114 LUZERNE ROAD, QUEENSBURY, NEW YORK IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: 0 0 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 0 35,150 0 0 0 0 TIME CONC. BATCHED / ARRIVED: 33,700 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 08/14/24 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: 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 3: JOHN O'BRIEN, QBD 0 0 0 0 0 0 0 0.0 0 0 0 0 PALLETTE CONCRETE, INC. ULTIMATE 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 0.00 TEST AGE 3000 FOOTING: EAST AND SOUTH WALLS FOOTING: WEST AND NORTH WALLS PLACEMENT LOCATION OF LOAD # 0 0.00 45 PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. PER DRAWING: S-202, DETAIL: 5 GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.