Dave Kenny Adirondack Outlets concrete test report 44 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Fax: (518) 399-1913
CLIENT: REPORT NUMBER: : PAGE #: 1
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4907 / 838202 4525 / 838203 4904 / 838204
10.50 / 10.50 7 10.50 / 21.00 8 10.50 / 31.50 8.433
6.41 / 6.56 0 ##7.17 / 7.36 0 7.50 / 8.04 0
7.08 / 7.29 # 7 7.38 / 8.00 ##8.06 / 8.26 8.00
MAX: 1.50 )6 0.80 0 7 0.72 0 7 0.60 0
0.41 5.50 7 0.17 5.75 8 0.50 5.75 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 0.26
5.50 5.75 5.75
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.75 1 5.75 1
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 1.10 0 0.00 0 0.00 0398700
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 151.01 0 0.00 0 0.00 0
- 90 ) 68 0 68 0 67 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
199247 - 199252 0 0 0 0 0 0
1:
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.199247 05/04/20 7 4690 0
COARSE AGGREGATE #2: LBS.199248 05/04/20 7 4500 0
COARSE AGGREGATE #3: LBS.199249 05/25/20 28 5610 0
FINE AGGREGATE: LBS.199250 05/25/20 28 5490 0
ADMIXTURE #1: OZS.199251 05/25/20 28 5670 0
ADMIXTURE #2: OZS.199252 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
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.
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
SLAB ON DECK: SOUTH 1/2, EAST PROCEEDING WEST
SLAB ON DECK: SOUTH 1/2, EAST PROCEEDING WEST
PLACEMENT LOCATION OF LOAD #
SLAB ON DECK: SOUTH 1/2, EAST PROCEEDING WEST
0.00
45
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
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
04/28/20
0.00
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
68,950
56,550
0
0
70,500
71,200
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
58,850
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
0
DESIGN STRENGTH & FORMULA:
IF APPLICABLE:
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):
30's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MS. LAURA KOHLS
1454 STATE ROUTE 9, LLC
1454 STATE ROUTE 9
LAKE GEORGE, NEW YORK 12845
DAVE KENNY ADIRONDACK OUTLET, LAKE GEORGE, NEW YORK
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
4
04/27/20
100.164
199247
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Fax: (518) 399-1913
CLIENT: REPORT NUMBER: : PAGE #: 2
INSPECTION DATE:
OUR FILE NUMBER:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 6 :
4 5 0 6
4903 / 838205 4913 / 838206 4904 / 838208
10.50 / 42.00 9 10.00 / 52.00 10 10.00 / 62.00 10.33
8.26 / 8.40 0 ##8.50 / 9.05 0 9.10 / 9.25 0
8.42 / 9.02 # 9 9.08 / 9.32 ##9.33 / 10.20 10.00
MAX: 1.50 )8 0.60 0 8 0.70 0 9 1.17 0
0.26 6.00 9 0.50 6.00 9 0.10 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 0.20
6.00 6.00 5.50
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 6.00 1 5.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 )0.00 0 1.25 0 0.00 0039410
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 149.27 0 0.00 0
- 90 ) 68 0 68 0 67 0
NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0
0 0 199253 - 199258 0 0 0
1:
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.199253 05/04/20 7 4330 0
COARSE AGGREGATE #2: LBS.199254 05/04/20 7 4450 0
COARSE AGGREGATE #3: LBS.199255 05/25/20 28 5220 0
FINE AGGREGATE: LBS.199256 05/25/20 28 5430 0
ADMIXTURE #1: OZS.199257 05/25/20 28 5360 0
ADMIXTURE #2: OZS.199258 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
1454 STATE ROUTE 9, LLC 4
1454 STATE ROUTE 9 04/27/20
LAKE GEORGE, NEW YORK 12845 100.164
MS. LAURA KOHLS 30's: CLEAR
PROJECT:DAVE KENNY ADIRONDACK OUTLET, LAKE GEORGE, NEW YORK 199253
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 DECK: NORTH 1/2, EAST PROCEEDING WEST
SLAB ON DECK: NORTH 1/2, EAST PROCEEDING WEST
SLAB ON DECK: NORTH 1/2, EAST PROCEEDING WEST
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
0.00
0.00
0.00
CONCRETE TEMP. (F) (SPEC:45
LAB CYLINDER CONTROL NUMBERS:
DISCREPANCIES & REMARKS: CONTRACTOR NOTIFIED: LOAD 4,5,6: SLUMP
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
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.
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
JOINTA-GALUSHA CONCRETE, INC.
DESIGN STRENGTH & FORMULA: 4000 04/28/20
0 TEST AGE ULTIMATE
0 DAYS APPLIED LOAD
WATER:0.0
54,350
55,900
65,600
0 68,250
0.0 67,350
0
0
0.0 0
0
0
1: FILE 5:0
2: SUPPLIER 6:0
3:7:0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0