Mixed Use Building 70-80 Main Street Queensbury concrete test report 2_7 Days4 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:
MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4901 / 3228288 4581 / 3228289 0 0 0
9.00 / 9.00 3 9.00 / 18.00 3 0.00 0 0.00 0
1.14 / 1.35 0 ##1.30 / 2.00 0 0.00 0 0.00 0
2.10 / 2.30 # 2 2.32 / 2.48 ## 0.00 0 0.00 0.00
MAX: 2.00 )1 1.27 0 1 1.30 0 0 0.00 0
0.14 6.50 2 0.30 6.00 2 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
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 6.00 )6.50 1 6.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.50 ) 6.10 0 0.00 0 0.00 0380700
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.20 0 0.00 0 0.00 0
- 90 ) 80 0 80 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
228490 - 228495 0 0 0 0 0 0
1:
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.228490 04/24/23 7 3650 X
COARSE AGGREGATE #2: LBS.228491 04/24/23 7 3770 X
COARSE AGGREGATE #3: LBS.228492 05/15/23 28 0 X
FINE AGGREGATE: LBS.228493 05/15/23 28 0 X
ADMIXTURE #1: OZS.228494 05/15/23 28 0 X
ADMIXTURE #2: OZS.228495 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
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
2
04/17/23
100.319
228490
60's: RAIN
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. JOE LEUCI
FOOTHILLS BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NEW YORK 12804
45,850
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
DESIGN STRENGTH & FORMULA:
0
47,400
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
0
0
0
0
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
JOINTA-GALUSHA CONCRETE COMPANY
CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
ULTIMATE
04/18/23
4.50
IF APPLICABLE:
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
PER DRAWING: S-202, DETAIL: 5
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT AREA REINFORCEMENT:
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
4.00
TEST AGE
4500
TIME CONC. BATCHED / ARRIVED:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
FOUNDATION WALL: E/1.5 - E/1 - C/1
FOUNDATION WALL: C/1 - A/1 - A/1.5
PLACEMENT LOCATION OF LOAD #
0