Loading...
Pine View Cemetery concrete test report 24 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:7 INSPECTOR & TEST SET:MIKE MARQUETTE #7 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 628 / 1836137 478 / 1836139 628 / 1836140 10.00 / 10.00 #10.00 / 20.00 12 3.50 / 23.50 12.1 9.36 / 10.15 0 ##10.54 / 11.20 0 11.30 / 11.42 0 10.20 / 10.45 # 11 11.24 / 11.38 ##11.50 / 12.06 12.00 MAX: 1.50 )9 1.15 0 10 0.73 0 11 0.60 0 0.36 6.25 # 0.54 6.00 11 0.30 6.50 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 0.06 6.25 6.00 6.50 PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )6.25 1 6.00 1 6.50 1 ENTRAINED AIR ( % VOL) (SPEC: - 7.00 )9.00 1 0.00 0 0.00 0368700 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 139.65 0 0.00 0 0.00 0 - 90 ) 83 0 84 0 82 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 207765 - 207770 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.207765 06/14/21 7 2430 X COARSE AGGREGATE #2: LBS.207766 06/14/21 7 2570 X COARSE AGGREGATE #3: LBS.207767 07/05/21 28 0 X FINE AGGREGATE: LBS.207768 07/05/21 28 0 X ADMIXTURE #1: OZS.207769 08/02/21 56 0 X ADMIXTURE #2: OZS.207770 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 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. PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: FOUNDATION WALL: A/1 - C/1 - C/2.5 FOUNDATION WALL: C/2.5 - C/4 - A/3.5 PLACEMENT LOCATION OF LOAD # FOUNDATION WALL: A/3.5 - A/1 0.00 45 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 3000 0 CRANESVILLE CONCRETE COMPANY CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. LOAD 1: ENTRAINED AIR ULTIMATE 06/08/21 4.00 0 0.0 0 0 0 0 0 0 0 0 0 0 0 8: 1: FILE 2: SUPPLIER 32,300 0 0 0 0 0 0 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 30,500 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: LAB CYLINDER CONTROL NUMBERS: WATER: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): IF APPLICABLE: PROJECT: CONSTRUCTION TECHNOLOGY MS. CONNIE GOEDERT TOWN OF QUEENSBURY 742 BAY ROAD QUEENSBURY, NEW YORK 12804 PINE VIEW CEMETERY MAINTENANCE GARAGE: QUEENSBURY, NY Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 2 06/07/21 100.224 207765 80's: CLEAR