Glen at Hiland Meadows ILU grout test report 10CONSTRUCTION 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
8.00 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.
221464 09/05/22 09/08/22 7 12.56 1.00 12.00 38,450 3,060
221465 09/05/22 09/08/22 7 12.56 1.00 12.00 40,300 3,210
221466 09/05/22 09/08/22 7 12.56 1.00 12.00 37,950 3,020
221467 09/05/22 09/29/22 28 12.56 1.00 12.00 48,400 3,850
221468 09/05/22 09/29/22 28 12.56 1.00 12.00 46,950 3,740
221469 09/05/22 09/29/22 28 12.56 1.00 12.00 49,400 3,930
REPORT DISTRIBUTION:
8: MANAGER TECHNICAL SERVICES4:
ROBERT BEHAN (NICET)7:
CAST @ PROJECT SITE
TOTAL CEMENTITIOUS MATERIAL =
2:
3:
Robert BehanRobert BehanRobert BehanRobert Behan
TEST SPECIMENS: 4"x 8" CYLINDERS
TROY, NEW YORK 12180
THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NY
221464MR. DAVID WENDTH
09/01/22
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
10
SCOTT ROBBINS
A.S.T.M. C-1019: STANDARD METHOD OF SAMPLING AND TESTING GROUT
2212 BURDETT AVENUE, 2nd FLOOR
EQUIPMENT ROOM, EAST WALL COURSE 15
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:
COARSE AGGREGATE: