Tidal Wave Auto Spa Queensbury concrete test report 13 - 11_21_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 / 856472 4912 / 856473 4903 / 856474
11.00 / 11.00 7 11.00 / 22.00 8 11.00 / 33.00 7.917
6.25 / 7.05 0 ##6.43 / 7.20 0 7.22 / 7.40 0
7.08 / 7.20 # 7 7.25 / 7.48 ##7.50 / 7.55 8.00
MAX: 1.50 )6 0.92 0 6 1.08 0 7 0.55 0
0.25 4.75 7 0.43 5.50 7 0.22 5.00 7
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.55
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 4.75 0 5.50 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 ) 6.50 0 0.00 0 0.00 0377000
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.79 0 0.00 0 0.00 0
- 90 ) 80 0 80 0 80 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
224756 - 224761 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.224756 11/17/22 7 4450 X
COARSE AGGREGATE #2: LBS.224757 11/17/22 7 4630 0
COARSE AGGREGATE #3: LBS.224758 12/08/22 28 0 X
FINE AGGREGATE: LBS.224759 12/08/22 28 0 X
ADMIXTURE #1: OZS.224760 12/08/22 28 0 X
ADMIXTURE #2: OZS.224761 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
13
11/10/22
100.293
224756
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:
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:
0
0
0
0
58,150
0
0
0
0
TIME CONC. BATCHED / ARRIVED:
55,900
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
11/11/22
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:
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
PALLETTE CONCRETE, INC.
ULTIMATE
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
SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: ENTRANCE DRIVEWAY
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.
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
4525 / 856476 4908 / 856477 4913 / 856478
11.00 / 44.00 8 11.00 / 55.00 9 11.00 / 66.00 8.933
7.30 / 7.55 0 ##8.05 / 8.25 0 8.15 / 8.35 0
8.05 / 8.15 # 8 8.25 / 8.40 ##8.44 / 8.56 9.00
MAX: 1.50 )7 0.75 0 8 0.58 0 8 0.68 0
0.30 5.50 8 0.05 6.00 8 0.15 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 0.56
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.50 0 6.00 0 5.25 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 6.80 0 0.00 0036990
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 140.10 0 0.00 0
- 90 ) 80 0 82 0 79 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 224762 - 224767 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.224762 11/17/22 7 3360 X
COARSE AGGREGATE #2: LBS.224763 11/17/22 7 3640 X
COARSE AGGREGATE #3: LBS.224764 12/08/22 28 0 X
FINE AGGREGATE: LBS.224765 12/08/22 28 0 X
ADMIXTURE #1: OZS.224766 12/08/22 28 0 X
ADMIXTURE #2: OZS.224767 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
45,700
0
WATER:0.0
42,200
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 11/11/22
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 # SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 30's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 224762
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.11/10/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.13
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
4525 / 856479 4907 / 856480 4901 / 856481
11.00 / 77.00 9 11.00 / 88.00 9 11.00 / 99.00 9.667
8.32 / 8.55 0 ##8.40 / 8.58 0 8.58 / 9.25 0
9.00 / 9.10 # 9 9.05 / 9.15 ##9.30 / 9.40 9.00
MAX: 1.50 )8 0.63 0 8 0.58 0 8 0.70 0
0.32 5.00 9 0.40 5.25 9 0.58 5.00 9
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
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.00 0 5.25 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 0.00 0 7.00 0003892
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 147.41 0
- 90 ) 78 0 80 0 80 0
NUMBER OF TEST SPECIMEN CAST:0 0 0 0 6
0 0 0 0 0 224768 - 224773
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.224768 11/17/22 7 3620 X
COARSE AGGREGATE #2: LBS.224769 11/17/22 7 3580 X
COARSE AGGREGATE #3: LBS.224770 12/08/22 28 0 X
FINE AGGREGATE: LBS.224771 12/08/22 28 0 X
ADMIXTURE #1: OZS.224772 12/08/22 28 0 X
ADMIXTURE #2: OZS.224773 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
45,000
0
WATER:0.0
45,450
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 11/11/22
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 # SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 30's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 224768
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.11/10/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.13
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 4
INSPECTION DATE:
OUR FILE NUMBER:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
10 :
PLACEMENT LOCATION OF LOAD # 11 :
PLACEMENT LOCATION OF LOAD # 12 :
10 11 0 12
4908 / 856482 4912 / 856483 4904 / 856491
11.00 / 110.00 #11.00 / 121.00 10 11.00 / 132.00 10.17
9.15 / 9.35 0 ##9.25 / 9.41 0 9.34 / 9.50 0
9.40 / 9.53 # 9 9.55 / 10.03 ##10.05 / 10.10 10.00
MAX: 1.50 )9 0.63 0 9 0.63 0 9 0.60 0
0.15 5.50 9 0.25 5.00 10 0.34 5.00 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 0.10
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.50 0 5.00 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 0.00 0 0.00 0000
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0
- 90 ) 80 0 78 0 79 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 11/17/22 7 1610 X
COARSE AGGREGATE #2: LBS.0 11/17/22 7 1590 X
COARSE AGGREGATE #3: LBS.0 12/08/22 28 0 X
FINE AGGREGATE: LBS.0 12/08/22 28 0 X
ADMIXTURE #1: OZS.0 12/08/22 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
45,000
0
WATER:0.0
45,450
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 11/11/22
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 # SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 30's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 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
71 CAROLYN BLVD.11/10/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.13
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: REPORT NUMBER: : PAGE #: 5
INSPECTION DATE:
OUR FILE NUMBER:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
13 :
PLACEMENT LOCATION OF LOAD # 14 :
PLACEMENT LOCATION OF LOAD # 15 :
13 14 0 15
4913 / 856492 4525 / 856493 4911 / 856494
11.00 / 143.00 #11.00 / 154.00 10 11.00 / 165.00 11.25
9.42 / 10.00 0 ##9.50 / 10.05 0 10.28 / 10.48 0
10.06 / 10.15 # 10 10.10 / 10.25 ##10.51 / 11.15 11.00
MAX: 1.50 )9 0.55 0 9 0.58 0 10 0.78 0
0.42 5.00 # 0.50 5.00 10 0.28 5.50 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 0.15
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 8.00 ) 5.00 0 5.00 0 5.50 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.70 )0.00 0 6.10 0 0.00 0038550
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 146.01 0 0.00 0
- 90 ) 80 0 82 0 80 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 224774 - 224779 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.224774 11/17/22 7 3640 X
COARSE AGGREGATE #2: LBS.224775 11/17/22 7 3680 X
COARSE AGGREGATE #3: LBS.224776 12/08/22 28 0 X
FINE AGGREGATE: LBS.224777 12/08/22 28 0 X
ADMIXTURE #1: OZS.224778 12/08/22 28 0 X
ADMIXTURE #2: OZS.224779 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
46,200
0
WATER:0.0
45,750
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 11/11/22
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 # SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
SLAB ON GRADE: ENTRANCE DRIVEWAY
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. DANIEL RODRIGUEZ 40's: CLEAR
PROJECT:TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 224774
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.11/10/22
FARMINGDALE, NEW YORK 11735 100.293
CONSTRUCTION TECHNOLOGY
FERRANDINO & SONS, INC.13