Tidal Wave Auto Spa Queensbury concrete test report 11- 12_06_20224 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 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4904 / 856399 4588 / 856400 4903 / 856401
11.00 / 11.00 8 11.00 / 22.00 8 11.00 / 33.00 8.583
6.55 / 7.05 0 ##7.25 / 7.35 0 7.55 / 8.00 0
7.15 / 7.42 # 7 7.45 / 8.25 ##8.27 / 8.35 8.00
MAX: 1.50 )6 0.78 0 7 1.00 0 7 0.67 0
0.55 5.25 7 0.25 5.50 8 0.55 5.25 8
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.35
5.25 5.50 5.25
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.25 0 5.50 0 5.25 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 6.10 0 0.00 0 0.00 0384200
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.52 0 0.00 0 0.00 0
- 90 ) 77 0 76 0 76 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
224579 - 224584 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.224579 11/15/22 7 4460 X
COARSE AGGREGATE #2: LBS.224580 11/15/22 7 4410 X
COARSE AGGREGATE #3: LBS.224581 12/06/22 28 5290 0
FINE AGGREGATE: LBS.224582 12/06/22 28 5030 0
ADMIXTURE #1: OZS.224583 12/06/22 28 5400 0
ADMIXTURE #2: OZS.224584 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
4500
SIDEWALK NORTH OF CAR WASH: WEST PROCEEDING EAST
SIDEWALK NORTH OF CAR WASH: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SIDEWALK NORTH OF CAR WASH: WEST PROCEEDING EAST
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
PALLETTE CONCRETE, INC.
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
56,000
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
11/09/22
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
63,200
55,450
0
0
66,500
67,850
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
11
11/08/22
100.293
224579
50's: CLEAR
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:
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 2
INSPECTION DATE:
OUR FILE NUMBER:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
0 0 0
0 0 0
4 0 0 0
4525 / 856404 0 0 0 0 0 0
11.00 / 44.00 # 0.00 0 0.00 0 0.00 0 0.00 0
8.40 / 9.00 0 ## 0.00 0 0.00 0 0.00 0 0.00 0
9.02 / 9.35 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00
MAX: 1.50 )8 0.92 0 0 0.00 0 0 0.00 0
0.40 5.50 9 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:- 8.00 ) 5.50 0 0.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 0.00 0 0.00 0000
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0
- 90 ) 77 0 0 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 0 0 0
0 0 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.0 11/15/22 7 1980 X
COARSE AGGREGATE #2: LBS.0 11/15/22 7 1960 X
COARSE AGGREGATE #3: LBS.0 12/06/22 28 0 X
FINE AGGREGATE: LBS.0 12/06/22 28 0 X
ADMIXTURE #1: OZS.0 12/06/22 28 0 X
ADMIXTURE #2: OZS.0 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
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.11
MR. DANIEL RODRIGUEZ 50's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK
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
71 CAROLYN BLVD.11/08/22
FARMINGDALE, NEW YORK 11735 100.293
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # SIDEWALK NORTH OF CAR W ASH: WEST PROCEEDING EAST
0
0
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.
PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
LAB CYLINDER CONTROL NUMBERS:
DISCREPANCIES & REMARKS:
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
PALLETTE CONCRETE, INC.
DESIGN STRENGTH & FORMULA: 4500 11/09/22
55,450
0
WATER:0.0
56,000
0
0
0 0
0.0 0
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0