Glen at Hiland Meadows ILU concrete test report 84 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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NY FILE LOCATION:
1 :
0 0 0
0 0 0
1 0 0 0 0
624 / 1837797 0 0 0 0 0 0
3.00 / 3.00 # 0.00 0 0.00 0 0.00 0 0.00 0
11.26 / 11.50 0 ## 0.00 0 0.00 0 0.00 0 0.00 0
12.05 / 12.30 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00
MAX: 1.50 )11 1.07 0 0 0.00 0 0 0.00 0
0.26 5.50 # 0.00 0.00 0 0.00 0.00 0
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.00
5.50 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 7.00 ) 5.50 0 0.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 8.00 ) 5.00 0 0.00 0 0.00 0401200
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 151.96 0 0.00 0 0.00 0
- 90 ) 75 0 0 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
219680 - 219685 0 0 0 0 0 0
0
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.219680 08/01/22 7 4220 0
COARSE AGGREGATE #2: LBS.219681 08/01/22 7 4130 0
COARSE AGGREGATE #3: LBS.219682 08/22/22 28 0 X
FINE AGGREGATE: LBS.219683 08/22/22 28 0 X
ADMIXTURE #1: OZS.219684 08/22/22 28 0 X
ADMIXTURE #2: OZS.219685 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
PLACEMENT WEATHER PROTECTION:
Robert BehanRobert BehanRobert BehanRobert Behan
0
0.0
0
0
0
0
0
0
0
0
53,000
DAYS
0.0
0
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
4:
7:3:
0
05:
6:
0
DESIGN STRENGTH & FORMULA:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
WATER:
0
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
51,850
0
CRANESVILLE CONCRETE, INC.
0
ULTIMATE
07/26/22
0.00
2.00
DISCREPANCIES & REMARKS:
0.0
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DAVID WENDTH
ST. PETER'S HEALTH PARTNERS
2212 BURDETT AVENUE, 2nd FLOOR
TROY, NEW YORK 12180
0
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
TEST AGE
4000
TIME CONC. BATCHED / ARRIVED:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
SLAB ON GRADE: POOL AREA ENTRANCE PADS
0
PLACEMENT LOCATION OF LOAD #
APPLIED LOAD
8
07/25/22
1075.026
219680
70's: CLOUDY
0
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
PER SITE VISIT OF 05/12/14.
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.