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Glen at Hiland Meadows ILU mortar test report 6CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT:6 ATT'N: PROJECT: PLACEMENT AREA REPRESENTED BY SAMPLE: MORTAR TYPE & STRENGTH REQUIRED, PSI: M:2500 S:1800 XXX N:750 O:350 @ 28 DAYS MORTAR MIX INFO. PRODUCER MIXER INFORMATION PORTLAND CEMENT MFG: SAMPLING TIME: 9:30am MASONRY CEMENT TYPE: FROM BOARD: LIME RPM: FROM PAN: xxx FINE AGGREGATE CONDITION: AMBIENT TEMP: 75f WATER CHARGE TIME: MORTAR TEMP: 64f ADMIXTURES MIXING TIME HUMIDITY: OTHER TIME OF DAY: WIND VELOCITY: NOTES:NOTES: MORTAR TYPE & STRENGTH REQUIRED, PSI:_________S:1800_________N:750_________O:350_________@ 28 DAYS PARAMETERS OF EVALUATION: PLASTIC PROPERTIES WATER CONTENT: MORTAR / AGGREGATE RATIO: FLOW CONTAINER & ALCOHOL: CONTAINER & ALCOHOL: INITIAL SAMPLE CONSISTENCY (mm): CON + ALCH + SAMPLE: CON + ALCH + SAMPLE: CONSISTENCY RETENTION: 15 MIN: MORTAR WET WEIGHT: MORTAR WET WEIGHT: CONSISTENCY RETENTION: 30 MIN: MORTAR DRY WEIGHT: MORTAR DRY WEIGHT: CONSISTENCY RETENTION: 45 MIN: WEIGHT OF WATER: WT. +100 MORTAR DRY: CONSISTENCY RETENTION: MIN: WATER CONTENT % WET: WT. SAND BLOCK DRY: AIR CONTENT PER ASTM C-231 (%): WATER CONTENT % DRY:WEIGHT +100 SAND DRY: AIR CONTENT PER ASTM C-173 (%):+100 MORTAR DRY CORR.: AGGREGATE CORRECTION FACTOR:-100 MORTAR DRY CORR.: NET AIR CONTENT ( % BY VOLUME ):CEMENT / AGGR. RATIO: REPORT DISTRIBUTION: 220628MR. DAVID WENDTH OUR FILE LOCATION: RESPECTFULLY SUBMITTED, PLACEMENT AREA REINFORCING NOTES. ASTM C-780: MORTAR EVALUATION FOR PLAIN & REINFORCED UNIT MASONRY 220628 FIELD EVALUATION DATA NOTES: LABORATORY THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NY TESTUNIT POOL AREA, NORTH WALL, COURSE 14 HARDENED PROPERTIES: COMPRESSIVE STRENGTH ST. PETER'S HEALTH PARTNERS 2212 BURDETT AVENUE, 2nd FLOOR TROY, NEW YORK 12180 REPORT NUMBER: INSPECTION DATE: OUR FILE NUMBER: FIELD TECHNICIAN: CONSTRUCTION TECHNOLOGY ROBERT BEHAN (NICET) MANAGER TECHNICAL SERVICES Robert BehanRobert BehanRobert BehanRobert Behan AGE M:2500 LABORATORY EVALUATION DATA 8: 1: FILE 2: 3: 4: 5: 6: 7: HARDENED PROPERTIES: SPLITTING TENSILE STRENGTH TEST VOLUME ORDER WEIGHT SAMPLE INFORMATION CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. LOAD (N) 220630 8,500 ULTIMATE UNIT 220628 08/15/22 0 2,130 5,800 220630 08/15/22 0 NUMBER DATE 220629 5,800 0 STRENGTH (psi) 8,350 09/12/22 28 28 7 5,800 DAYS 08/15/22 1075.026 SCOTT ROBBINS 09/12/22 STRENGTH (psi) 08/22/22 DATE DAYS LOAD (N) AGE 5,800 220629 08/15/22 1,450 2,090 ULTIMATE