Glen at Hiland Meadows ILU grout test report 5CONSTRUCTION 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
9.00 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.
220318 08/11/22 08/16/22 7 12.56 1.00 12.00 38,300 3,050
220319 08/11/22 08/16/22 7 12.56 1.00 12.00 39,250 3,130
220320 08/11/22 08/16/22 7 12.56 1.00 12.00 38,650 3,080
220321 08/11/22 09/06/22 28 12.56 1.00 12.00 49,650 3,950
220322 08/11/22 09/06/22 28 12.56 1.00 12.00 51,250 4,080
220323 08/11/22 09/06/22 28 12.56 1.00 12.00 49,300 3,930
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
220318MR. DAVID WENDTH
08/09/22
TEST SPECIMENS: 4"x 8" CYLINDERS
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
5
DAVE CASAW
A.S.T.M. C-1019: STANDARD METHOD OF SAMPLING AND TESTING GROUT
2212 BURDETT AVENUE, 2nd FLOOR
WELLNESS CENTER: NORTHEAST CORNER, 6th COURSE ABOVE 1st 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: