Mixed Use Building 70-80 Main Street Queensbury concrete test report 9_7 Days4 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:14
INSPECTOR & TEST SET: PAUL SANTIAGO #14
ATT'N: AMBIENT WEATHER:
MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4912 / 864003 4908 / 864005 4587 / 864006
11.00 / 11.00 9 11.00 / 22.00 10 11.00 / 33.00 11.1
8.08 / 8.22 0 ##9.50 / 10.00 0 10.11 / 10.37 0
8.39 / 9.09 # 10 10.03 / 10.26 ##10.42 / 11.05 11.00
MAX: 2.00 )8 1.02 0 9 0.60 0 10 0.90 0
0.08 7.00 9 0.50 5.00 10 0.11 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 0.05
7.00 5.00 5.50
PLACEMENT SLUMP (INCH) (SPEC:- 7.00 ) 7.00 0 5.00 0 5.50 0
ENTRAINED AIR ( % VOL) (SPEC:- 9.00 ) 3.90 0 8.00 0 0.00 0368136560
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 139.42 0 138.48 0 0.00 0
- 90 ) 59 0 60 0 59 0
NUMBER OF TEST SPECIMEN CAST:6 0 6 0 0
239911 - 239916 239917 - 239922 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.239911 01/31/24 7 5040 0
COARSE AGGREGATE #2: LBS.239912 01/31/24 7 4990 0
COARSE AGGREGATE #3: LBS.239913 02/21/24 28 0 X
FINE AGGREGATE: LBS.239914 02/21/24 28 0 X
ADMIXTURE #1: OZS.239915 02/21/24 28 0 X
ADMIXTURE #2: OZS.239916 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.239917 01/31/24 7 4100 0
0 1 0 239918 01/31/24 7 4210 0
REPORT DISTRIBUTION:0 1 0 239919 02/21/24 28 0 X
0 1 0 239920 02/21/24 28 0 X
0 1 0 239921 02/21/24 28 0 X
0 1 0 239922 01/00/00 SPARE 0 X
1 1 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
9
01/24/24
100.319
239911
50's: INTERIOR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. JOE LEUCI
FOOTHILLS BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NEW YORK 12804
63,350
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
DESIGN STRENGTH & FORMULA:
0
62,700
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
51,500
0
0
0
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
0
0
52,900
0
JOINTA-GALUSHA CONCRETE COMPANY
ULTIMATE
01/25/24
0.00
IF APPLICABLE:
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.
PLACEMENT AREA REINFORCEMENT:
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
4.00
TEST AGE
4000
TIME CONC. BATCHED / ARRIVED:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLAB ON GRADE: YARDAGE REJECTED: COULD NOT PUMP
SLAB ON GRADE: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: WEST PROCEEDING EAST
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:14
INSPECTOR & TEST SET: PAUL SANTIAGO #14
ATT'N: AMBIENT WEATHER:
MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 6 :
4 5 0 6
4912 / 864017 4525 / 864018 4903 / 864022
11.00 / 44.00 #11.00 / 55.00 12 11.00 / 66.00 12.7
10.48 / 11.00 0 ##11.20 / 11.30 0 12.00 / 12.10 0
11.08 / 11.33 # 11 11.38 / 11.55 ##12.13 / 12.41 12.00
MAX: 2.00 )10 0.75 0 11 0.58 0 12 0.68 0
0.48 5.25 # 0.20 5.50 11 0.00 5.50 12
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.41
5.25 5.50 5.50
PLACEMENT SLUMP (INCH) (SPEC:- 7.00 ) 5.25 0 5.50 0 5.50 0
ENTRAINED AIR ( % VOL) (SPEC:- 9.00 )0.00 0 7.80 0 0.00 0036850
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 139.57 0 0.00 0
- 90 ) 60 0 60 0 61 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 239923 - 239928 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.239923 01/31/24 7 4010 0
COARSE AGGREGATE #2: LBS.239924 01/31/24 7 4040 0
COARSE AGGREGATE #3: LBS.239925 02/21/24 28 0 X
FINE AGGREGATE: LBS.239926 02/21/24 28 0 X
ADMIXTURE #1: OZS.239927 02/21/24 28 0 X
ADMIXTURE #2: OZS.239928 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 X0
0
0
0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
3:7:0
4:8:0
0
0
1: FILE 5:0
2: SUPPLIER 6:0
0
0.0 0
0.0 0
0
0
0 0
50,400
50,800
0 DAYS APPLIED LOAD
WATER:0.0
DESIGN STRENGTH & FORMULA: 4000 01/25/24
0 TEST AGE ULTIMATE
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.
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
JOINTA-GALUSHA CONCRETE COMPANY
DISCREPANCIES & REMARKS:
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
0.00
CONCRETE TEMP. (F) (SPEC:45
LAB CYLINDER CONTROL NUMBERS:
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
4.00
0.00
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLAB ON GRADE: WEST PROCEEDING EAST
SLAB ON GRADE: WEST PROCEEDING EAST
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
MR. JOE LEUCI 50's: INTERIOR
PROJECT:239923
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
PLACEMENT LOCATION OF LOAD # SLAB ON GRADE: WEST PROCEEDING EAST
9 MOUNTAINSIDE DRIVE 01/24/24
QUEENSBURY, NEW YORK 12804 100.319
CONSTRUCTION TECHNOLOGY
FOOTHILLS BUILDERS 9