Glen at Hiland Meadows ILU grout test report 4 (2)CONSTRUCTION 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:REPORT NUMBER:
PREPARATION DATE:
OUR FILE NUMBER:
ATT'N:OUR FILE LOCATION:
PROJECT:
GROUT TYPE PORTLAND CEMENT LIME / LIME PUTTY FINE AGGREGATE COARSE AGGREGATE
FINE 1 0 - 1/10 AT LEAST 2 1/4 PARTS,
BUT NOT MORE THAN 3
PARTS BY VOLUME OF THE
CEMENTITIOUS MATERIALS
COARSE 1 0 - 1/10 AT LEAST 2 1/4 PARTS, AT LEAST 1 PART, BUT NOT
BUT NOT MORE THAN 3 MORE THAN 2 PARTS BY
PARTS BY VOLUME OF THE VOLUME OF THE TOTAL OF THE
CEMENTITIOUS MATERIALS CEMENTITIOUS MATERIALS
GROUT TYPE & MIXING NOTES: MIX INGREDIENTS VOLUMES WEIGHT
3,000 PORTLAND CEMENT:2 7.50 705.0
XXX CLASS "F" POZZOLAN:3 1.50 141.0
XXX 9.00 846.0
FINE AGGREGATE:1 26.88 2150.0
9.50 COARSE AGGREGATE:4 18.10 1900.0
6 VOLUMETRIC RATIO:2.99
VOLUMETRIC RATIO:2.01
LAB DATE TEST AGE WIDTH WIDTH AVERAGE % OUT OF ULTIMATE UNIT
NUMBER RECEIVED DATE DAYS FACE #1 FACE #2 HEIGHT PLUMB LOAD (N) P.S.I.
218907 07/01/22 07/06/22 7 12.56 1.00 12.00 35,250 2,810
218908 07/01/22 07/06/22 7 12.56 1.00 12.00 38,100 3,030
218909 07/01/22 07/06/22 7 12.56 1.00 12.00 36,450 2,900
218910 07/01/22 07/27/22 28 12.56 1.00 12.00 51,300 4,080
218911 07/01/22 07/27/22 28 12.56 1.00 12.00 48,550 3,870
218912 07/01/22 07/27/22 28 12.56 1.00 12.00 50,700 4,040
REPORT DISTRIBUTION:
8: MANAGER TECHNICAL SERVICES4:
ROBERT BEHAN (NICET)7:
COARSE AGGREGATE:
CAST @ PROJECT SITE
TOTAL CEMENTITIOUS MATERIAL =
2:
3:
Robert BehanRobert BehanRobert BehanRobert Behan
TROY, NEW YORK 12180
THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NY
218907MR. DAVID WENDTH
06/29/22
WHITE OUT MIX
SLUMP ( INCHES ): SPECIFICATION 8-11"
1075.026
A.S.T.M. C-476: PROPORTIONING REQUIREMENTS BY VOLUME
FIELD INSPECTION DATA
MIX ORDER
TECHNICIAN:
ST. PETER'S HEALTH PARTNERS
REINFORCEMENT ACCEPTABLE FOR SIZE, LOCATION, SPACING, & CLEANLINESS.
APPROVED HAND MIX
4
SCOTT ROBBINS
A.S.T.M. C-1019: STANDARD METHOD OF SAMPLING AND TESTING GROUT
EXERCISE ROOM
2212 BURDETT AVENUE, 2nd FLOOR
REINFORCEMENT NOTE:
GROUT PLACEMENT LOCATIONS:
5:
6:
PHYSICAL PROPERTIES AND COMPRESSION TEST RESULTS
DESIGN STRENGTH @ 28 DAYS (psi)
FINE GROUT
COARSE GROUT
5 MINUTE MECHANICAL MIX
1: FILE
CAST @ LABORATORY
RESPECTFULLY SUBMITTED,
CONSTRUCTION TECHNOLOGY
FINE AGGREGATE:
TEST SPECIMENS: 4"x 8" CYLINDERS