Tidal Wave Auto Spa Queensbury concrete test report 24 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:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4908 / 855342 4598 / 855344 0 0 0
10.00 / 10.00 #10.00 / 20.00 12 0.00 0 0.00 0
9.44 / 10.10 0 ##10.49 / 11.10 0 0.00 0 0.00 0
10.25 / 11.13 # 11 11.30 / 12.15 ## 0.00 0 0.00 0.00
MAX: 1.50 )9 1.48 0 10 1.43 0 0 0.00 0
0.44 7.50 # 0.49 5.00 12 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:- 8.00 ) 7.50 0 5.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 7.30 0 0.00 0 0.00 0373500
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 141.47 0 0.00 0 0.00 0
- 90 ) 85 0 85 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
222406 - 222411 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.222406 09/29/22 7 3040 X
COARSE AGGREGATE #2: LBS.222407 09/29/22 7 3020 X
COARSE AGGREGATE #3: LBS.222408 10/20/22 28 4180 0
FINE AGGREGATE: LBS.222409 10/20/22 28 4110 0
ADMIXTURE #1: OZS.222410 10/20/22 28 4250 0
ADMIXTURE #2: OZS.222411 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
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
0.00
TEST AGE
4000
FOUNDATION WALL: PREP BAY, NORTH AND SOUTH WALLS
FOUNDATION WALL: OPERATOR BOOTH, NORTH , SOUTH, AND EAST WALLS
PLACEMENT LOCATION OF LOAD #
0
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
0
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
38,150
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
09/23/22
0.00
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
0
51,600
37,900
0
0
52,550
53,400
0
0
DESIGN STRENGTH & FORMULA:
ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
2
09/22/22
100.293
222406
60's: CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DANIEL RODRIGUEZ
FERRANDINO & SONS, INC.
71 CAROLYN BLVD.
FARMINGDALE, NEW YORK 11735
TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC: