New Respite Care Facility concrete test report 44 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: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
4903 / 840226 4905 / 840227 4902 / 840228
10.50 / 10.50 9 10.50 / 21.00 9 10.00 / 31.00 9.617
7.59 / 8.40 0 ##8.34 / 9.01 0 8.58 / 9.19 0
8.47 / 8.59 # 9 9.06 / 9.16 ##9.27 / 9.37 9.00
MAX: 1.50 )7 1.00 0 8 0.70 0 8 0.65 0
0.59 5.75 8 0.34 5.50 9 0.58 6.00 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 0.37
5.75 5.50 6.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.75 1 5.50 1 6.00 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.60 0 0.00 0 0.000390400
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.87 0 0.00 0 0.00 0
90 ) 86 0 84 0 85 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
201050 - 201055 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.201050 07/20/20 7 3660 0
COARSE AGGREGATE #2: LBS.201051 07/20/20 7 3520 0
COARSE AGGREGATE #3: LBS.201052 08/10/20 28 5230 0
FINE AGGREGATE: LBS.201053 08/10/20 28 5090 0
ADMIXTURE #1: OZS.201054 08/10/20 28 5270 0
ADMIXTURE #2: OZS.201055 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.
PER DRAWING: S-202, DETAIL: 5
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:
FOUNDATION WALL: SOUTH WALL, EAST 1/3; EAST WALL, SOUTH 1/2
FOUNDATION WALL: EAST WALL, NORTH 1/2; NORTH WALL, EAST 1/3
PLACEMENT LOCATION OF LOAD #
FOUNDATION WALL: NORTH WALL, WEST 2/3
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
3500
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
07/14/20
4.00
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
63,900
44,150
0
0
65,650
66,150
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
46,000
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):
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. TIMOTHY BARTLETT
UNITED CEREBRAL PALSY ASSOCIATION OF THE TRI-COUNTIES
C/O CENTER FOR DISABILITY SERVICES, INC.
22 CORPORATE WOODS BOULEVARD, 5th FLOOR
ALBANY, NEW YORK 12211
NEW RESPITE CARE FACILITY, QUEENSBURY, NEW YORK
RobertBehanRobertBehanRobertBehanRobertBehan
APPLIED LOAD
4
07/13/20
100.180
201050
70's: CLOUDY
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:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
PLACEMENT LOCATION OF LOAD # 5 :
0 0 0
4 5 0 0
4585 / 840229 4903 / 840230 0 0 0
10.00 / 41.00 #10.00 / 51.00 10 0.00 0 0.00 0
9.15 / 9.45 0 ##9.29 / 9.56 0 0.00 0 0.00 0
9.47 / 9.57 # 9 9.39 / 10.07 ## 0.00 0 0.00 0.00
MAX: 1.50 )9 0.70 0 9 0.63 0 0 0.00 0
0.15 6.00 9 0.29 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: - 5.00 )6.00 1 6.50 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.70 0 0.00 0 0.000390400
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.87 0 0.00 0 0.00 0
90 ) 86 0 86 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
201056 - 201061 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.201056 07/20/20 7 3830 0
COARSE AGGREGATE #2: LBS.201057 07/20/20 7 3730 0
COARSE AGGREGATE #3: LBS.201058 08/10/20 28 5300 0
FINE AGGREGATE: LBS.201059 08/10/20 28 5170 0
ADMIXTURE #1: OZS.201060 08/10/20 28 5120 0
ADMIXTURE #2: OZS.201061 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
RobertBehanRobertBehanRobertBehanRobertBehan 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 64,900
0.0 64,250
46,900
66,600
WATER:0.0
48,150
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: 3500 07/14/20
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: CONTRACTOR NOTIFIED: LOAD 4,5: SLUMP
PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5
0.00
4.00
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 # FOUNDATION WALL: WEST WALL
FOUNDATION WALL: SOUTH WALL, WEST 2/3
0
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
MR. TIMOTHY BARTLETT 70's: CLOUDY
PROJECT:NEW RESPITE CARE FACILITY, QUEENSBURY, NEW YORK 201056
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
C/O CENTER FOR DISABILITY SERVICES, INC.07/13/20
22 CORPORATE WOODS BOULEVARD, 5th FLOOR 100.180
ALBANY, NEW YORK 12211
CONSTRUCTION TECHNOLOGY
UNITED CEREBRAL PALSY ASSOCIATION OF THE TRI-COUNTIES 4