Mixed Use Building 70-80 Main Street Queensbury concrete test report 8_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:7
INSPECTOR & TEST SET: MIKE MARQUETTE #7
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
4908 / 862732 4913 / 862733 4903 / 862734
11.00 / 11.00 8 11.00 / 22.00 9 11.00 / 33.00 9.27
6.43 / 7.09 0 ##7.25 / 7.53 0 8.10 / 8.30 0
7.41 / 8.07 # 7 8.14 / 8.37 ##8.44 / 9.16 9.00
MAX: 2.00 )6 1.40 0 7 1.20 0 8 1.10 0
0.43 6.25 8 0.25 6.00 8 0.10 6.50 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 0.16
6.25 6.00 6.50
PLACEMENT SLUMP (INCH) (SPEC:- 7.00 ) 6.25 0 6.00 0 6.50 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.50 ) 5.80 0 0.00 0 0.00 0382900
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 145.03 0 0.00 0 0.00 0
- 90 ) 57 0 56 0 59 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
236851 - 236856 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.236851 11/08/23 7 3600 X
COARSE AGGREGATE #2: LBS.236852 11/08/23 7 3640 X
COARSE AGGREGATE #3: LBS.236853 11/29/23 28 0 X
FINE AGGREGATE: LBS.236854 11/29/23 28 0 X
ADMIXTURE #1: OZS.236855 11/29/23 28 0 X
ADMIXTURE #2: OZS.236856 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
8
11/01/23
100.319
236851
40's: INTERIOR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. JOE LEUCI
FOOTHILLS BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NEW YORK 12804
45,250
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
45,700
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
0
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
0
0
JOINTA-GALUSHA CONCRETE COMPANY
ULTIMATE
11/02/23
4.50
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: NORTH SECTION, WEST HALF
SLAB ON GRADE: NORTH SECTION, EAST HALF
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: SOUTH SECTION, EAST WING
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:7
INSPECTOR & TEST SET: MIKE MARQUETTE #7
ATT'N: AMBIENT WEATHER:
MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
0 0 0
4 5 0 0
4908 / 862735 4913 / 862736 0 0 0
11.00 / 44.00 #11.00 / 55.00 11 0.00 0 0.00 0
9.13 / 9.49 0 ##9.53 / 10.20 0 0.00 0 0.00 0
9.51 / 10.17 # 10 10.24 / 10.47 ## 0.00 0 0.00 0.00
MAX: 2.00 )9 1.07 0 9 0.90 0 0 0.00 0
0.13 6.00 # 0.53 6.50 10 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
6.00 6.50 0.00
PLACEMENT SLUMP (INCH) (SPEC:- 7.00 ) 6.00 0 6.50 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC:- 7.50 )0.00 0 6.30 0 0.00 0036620
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 138.70 0 0.00 0
- 90 ) 56 0 57 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 236857 - 236862 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.236857 11/08/23 7 3180 X
COARSE AGGREGATE #2: LBS.236858 11/08/23 7 3260 X
COARSE AGGREGATE #3: LBS.236859 11/29/23 28 0 X
FINE AGGREGATE: LBS.236860 11/29/23 28 0 X
ADMIXTURE #1: OZS.236861 11/29/23 28 0 X
ADMIXTURE #2: OZS.236862 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
40,000
40,950
0 DAYS APPLIED LOAD
WATER:0.0
DESIGN STRENGTH & FORMULA: 4000 11/02/23
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
4.50
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLAB ON GRADE: SOUTH SECTION, WEST WING
0
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
MR. JOE LEUCI 40's: INTERIOR
PROJECT:236857
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: SOUTH SECTION, CENTER
9 MOUNTAINSIDE DRIVE 11/01/23
QUEENSBURY, NEW YORK 12804 100.319
CONSTRUCTION TECHNOLOGY
FOOTHILLS BUILDERS 8