Tidal Wave Auto Spa Queensbury concrete test report 12- 11_16_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
4908 / 856436 4905 / 856437 4913 / 856438
11.00 / 11.00 9 11.00 / 22.00 10 11.00 / 33.00 10.42
8.43 / 9.05 0 ##9.08 / 9.28 0 9.40 / 10.00 0
9.10 / 9.28 # 9 9.36 / 9.54 ##10.05 / 10.25 10.00
MAX: 1.50 )8 0.75 0 9 0.77 0 9 0.75 0
0.43 5.00 9 0.08 6.00 9 0.40 5.50 10
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.25
5.00 6.00 5.50
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.00 0 6.00 0 5.50 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 5.50 0 0.00 0 0.00 0386100
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 146.24 0 0.00 0 0.00 0
- 90 ) 75 0 75 0 75 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
224678 - 224683 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.224678 11/16/22 7 4760 0
COARSE AGGREGATE #2: LBS.224679 11/16/22 7 4710 0
COARSE AGGREGATE #3: LBS.224680 12/07/22 28 0 X
FINE AGGREGATE: LBS.224681 12/07/22 28 0 X
ADMIXTURE #1: OZS.224682 12/07/22 28 0 X
ADMIXTURE #2: OZS.224683 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
WASH BAY APPROACH SLAB
WASH BAY APPROACH SLAB
PLACEMENT LOCATION OF LOAD #
WASH BAY APPROACH SLAB
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:
59,800
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
11/10/22
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
0
59,200
0
0
0
0
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
12
11/09/22
100.293
224678
30'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 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 6 :
4 5 0 6
4908 / 856439 4905 / 856440 4913 / 856441
11.00 / 44.00 #11.00 / 55.00 11 11.00 / 66.00 11.67
10.06 / 10.28 0 ##10.23 / 10.45 0 11.05 / 11.10 0
10.32 / 10.54 # 10 11.56 / 11.15 ##11.15 / 11.40 11.00
MAX: 1.50 )10 0.80 0 10 0.87 0 11 0.58 0
0.06 5.50 # 0.23 5.00 11 0.05 5.00 11
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.40
5.50 5.00 5.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.50 0 5.00 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 5.80 0 0.00 0038550
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 146.01 0 0.00 0
- 90 ) 76 0 78 0 78 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 224684 - 224689 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.224684 11/16/22 7 4670 0
COARSE AGGREGATE #2: LBS.224685 11/16/22 7 4730 0
COARSE AGGREGATE #3: LBS.224686 12/07/22 28 0 X
FINE AGGREGATE: LBS.224687 12/07/22 28 0 X
ADMIXTURE #1: OZS.224688 12/07/22 28 0 X
ADMIXTURE #2: OZS.224689 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 0
0
0
4:8:0
0
0
0
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
0
0
0 0
0.0 0
59,350
0
WATER:0.0
58,700
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 11/10/22
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.
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # WASH BAY APPROACH SLAB
WASH BAY APPROACH SLAB
WASH BAY APPROACH SLAB
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 30's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 224684
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.11/09/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.12
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 3
INSPECTION DATE:
OUR FILE NUMBER:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
7 :
PLACEMENT LOCATION OF LOAD # 8 :
PLACEMENT LOCATION OF LOAD # 9 :
7 8 0 9
4908 / 856442 4905 / 856443 4913 / 856456
11.00 / 77.00 #11.00 / 88.00 12 11.00 / 99.00 1.333
11.09 / 11.41 0 ##11.31 / 11.50 0 12.27 / 12.50 0
11.44 / 12.05 # 12 12.10 / 12.29 ##12.55 / 1.20 1.00
MAX: 1.50 )11 0.93 0 11 0.97 0 12 0.88 0
0.09 6.00 # 0.31 5.50 12 0.27 5.00 1
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.20
6.00 5.50 5.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 6.00 0 5.50 0 5.00 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 ) 75 0 75 0 76 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 11/16/22 7 2080 X
COARSE AGGREGATE #2: LBS.0 11/16/22 7 2100 X
COARSE AGGREGATE #3: LBS.0 12/07/22 28 0 X
FINE AGGREGATE: LBS.0 12/07/22 28 0 X
ADMIXTURE #1: OZS.0 12/07/22 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
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
0
0
0 0
0.0 0
59,350
0
WATER:0.0
58,700
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 11/10/22
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.
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # WASH BAY APPROACH SLAB
WASH BAY APPROACH SLAB
WASH BAY APPROACH SLAB
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 30'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.11/09/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.12