Newcome Street Apartments concrete test report 124 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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4912 / 856654 4587 / 856655 4902 / 856656
10.00 / 10.00 7 10.00 / 20.00 8 10.00 / 30.00 9.467
6.31 / 6.50 0 ##7.12 / 7.25 0 7.37 / 7.58 0
7.05 / 7.20 # 7 7.30 / 8.20 ##8.25 / 9.28 9.00
MAX: 1.50 )6 0.82 0 7 1.13 0 7 1.85 1
0.31 6.50 7 0.12 6.00 8 0.37 5.50 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 0.28
6.50 6.00 5.50
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 6.50 0 6.00 0 5.50 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 6.20 0 0.00 0 0.00 0371700
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 140.79 0 0.00 0 0.00 0
- 90 ) 60 0 61 0 60 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
225179 - 225184 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.225179 11/25/22 7 3470 X
COARSE AGGREGATE #2: LBS.225180 11/25/22 7 3590 X
COARSE AGGREGATE #3: LBS.225181 12/16/22 28 4970 0
FINE AGGREGATE: LBS.225182 12/16/22 28 5140 0
ADMIXTURE #1: OZS.225183 12/16/22 28 5010 0
ADMIXTURE #2: OZS.225184 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
12
11/18/22
1162.011
225179
30's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
NEWCOME STREET APARTMENTS: QUEENSBURY, NY.
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
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:
0
0
0
64,600
45,100
0
0
62,400
62,950
TIME CONC. BATCHED / ARRIVED:
43,550
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
11/21/22
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:
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
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 3: OVERTIME
ULTIMATE
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
BUILDING #3: SLAB ON GRADE: SOUTH 1/2
BUILDING #3: SLAB ON GRADE: NORTH 1/2
PLACEMENT LOCATION OF LOAD #
BUILDING #1: SLAB ON GRADE: GARAGES
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.
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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
4 :
0 0 0
0 0 0
4 0 0 0
4901 / 856668 0 0 0 0 0 0
5.00 / 35.00 # 0.00 0 0.00 0 0.00 0 0.00 0
9.15 / 9.25 0 ## 0.00 0 0.00 0 0.00 0 0.00 0
9.35 / 9.45 # 0 0.00 0 0.00 ## 0.00 0 0.00 0.00
MAX: 1.50 )9 0.50 0 0 0.00 0 0 0.00 0
0.15 6.00 9 0.00 0.00 0 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 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 6.00 0 0.00 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 )0.00 0 0.00 0 0.00 0000
UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 0.00 0 0.00 0
- 90 ) 60 0 0 0 0 0
NUMBER OF TEST SPECIMEN CAST:0 0 0 0 0
0 0 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.0 11/25/22 7 1540 X
COARSE AGGREGATE #2: LBS.0 11/25/22 7 1600 X
COARSE AGGREGATE #3: LBS.0 12/16/22 28 0 X
FINE AGGREGATE: LBS.0 12/16/22 28 0 X
ADMIXTURE #1: OZS.0 12/16/22 28 0 X
ADMIXTURE #2: OZS.0 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
SCHEMERHORN CONSTRUCTION, INC.12
MR. DARREN VanDeWARKER 30's: CLEAR
PROJECT:NEWCOME STREET APARTMENTS: QUEENSBURY, NY.
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
536 BAY ROAD, SUITE 2 11/18/22
QUEENSBURY, NEW YORK 12804 1162.011
YARDAGE DELIVERED / SUBTOTAL:
TIME CONC. BATCHED / ARRIVED:
TIME PLACEMENT BEGAN / ENDED:
PLACEMENT LOCATION OF LOAD # BUILDING #1: SLAB ON GRADE: GARAGES
0
0
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 11/21/22
45,100
0
WATER:0.0
43,550
0
0
0 0
0.0 0
2: SUPPLIER 6:0
3:7:0
0.0 0
0
0
1: FILE 5:0
Robert BehanRobert BehanRobert BehanRobert Behan 0
0
0
4:8:0
0
0
0