D and G Management Queensbury NY concrete test report 3 (2)4 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:20
INSPECTOR & TEST SET: TONY SHAHINIAN #20
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4906 / 867976 4525 / 867977 4913 / 867978
11.00 / 11.00 7 11.00 / 22.00 7 11.00 / 33.00 7.82
6.30 / 6.50 0 ##6.45 / 7.06 0 7.09 / 7.33 0
7.07 / 7.19 # 7 7.19 / 7.24 ##7.37 / 7.49 7.00
MAX: 1.50 )6 0.82 0 6 0.65 0 7 0.67 0
0.30 5.00 7 0.45 5.25 7 0.09 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 0.49
5.00 5.25 5.00
PLACEMENT SLUMP (INCH) (SPEC: -5.50 ) 5.00 0 5.25 0 5.00 0
ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 5.90 0 0.00 0 0.00 0383900
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.41 0 0.00 0 0.00 0
- 90 ) 65 0 65 0 65 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
245709 - 245714 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.245709 09/17/24 7 3900 X
COARSE AGGREGATE #2: LBS.245710 09/17/24 7 3940 X
COARSE AGGREGATE #3: LBS.245711 10/08/24 28 4800 0
FINE AGGREGATE: LBS.245712 10/08/24 28 4980 0
ADMIXTURE #1: OZS.245713 10/08/24 28 5000 0
ADMIXTURE #2: OZS.245714 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
SLAB ON GRADE: NORTH PROCEEDING SOUTH
SLAB ON GRADE: NORTH PROCEEDING SOUTH
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: NORTH PROCEEDING SOUTH
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.
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3: JOHN O'BRIEN, QBD
TIME CONC. BATCHED / ARRIVED:
49,000
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
09/11/24
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
62,550
49,450
0
0
60,300
62,800
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
3
09/10/24
1670.004
245709
40's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DALE BALDWIN
DALE BALDWIN MASON CONTRACTOR
621 BUTTERMILK FALLS ROAD
FORT ANN, NEW YORK 12827
D & G MANAGEMENT: 114 LUZERNE 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:20
INSPECTOR & TEST SET: TONY SHAHINIAN #20
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 6 :
4 5 0 6
4903 / 867979 4907 / 867980 4906 / 867981
11.00 / 44.00 8 11.00 / 55.00 9 11.00 / 66.00 9.15
7.49 / 8.00 0 ##8.01 / 8.25 0 8.20 / 8.50 0
8.05 / 8.16 # 8 8.27 / 8.35 ##8.52 / 9.09 9.00
MAX: 1.50 )7 0.45 0 8 0.57 0 8 0.82 0
0.49 5.25 8 0.01 5.25 8 0.20 5.25 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 0.09
5.25 5.25 5.25
PLACEMENT SLUMP (INCH) (SPEC: -5.50 ) 5.25 0 5.25 0 5.25 0
ENTRAINED AIR ( % VOL) (SPEC: -7.00 )0.00 0 5.10 0 0.00 0039580
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 149.91 0 0.00 0
- 90 ) 68 0 70 0 70 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 245715 - 245720 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.245715 09/17/24 7 3960 X
COARSE AGGREGATE #2: LBS.245716 09/17/24 7 3960 X
COARSE AGGREGATE #3: LBS.245717 10/08/24 28 5120 0
FINE AGGREGATE: LBS.245718 10/08/24 28 4950 0
ADMIXTURE #1: OZS.245719 10/08/24 28 5090 0
ADMIXTURE #2: OZS.245720 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
DALE BALDWIN MASON CONTRACTOR 3
MR. DALE BALDWIN 40's: CLEAR
PROJECT:D & G MANAGEMENT: 114 LUZERNE ROAD, QUEENSBURY, NEW YORK 245715
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
621 BUTTERMILK FALLS ROAD 09/10/24
FORT ANN, NEW YORK 12827 1670.004
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # SLAB ON GRADE: NORTH PROCEEDING SOUTH
SLAB ON GRADE: NORTH PROCEEDING SOUTH
SLAB ON GRADE: NORTH PROCEEDING SOUTH
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.PER DRAWING: S-202, DETAIL: 5
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
JOINTA-GALUSHA CONCRETE, INC.
DESIGN STRENGTH & FORMULA: 4000 09/11/24
49,700
64,300
WATER:0.0
49,800
0
0
0 62,150
0.0 63,950
2: SUPPLIER 6:0
3: JOHN O'BRIEN, QBD 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