Newcome Street Apartments concrete test report 54 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:9
INSPECTOR & TEST SET: PETE DUNHAM #9
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4906 / 854985 4907 / 854986 0 0 0
8.50 / 8.50 #8.50 / 17.00 12 0.00 0 0.00 0
10.55 / 11.32 0 ##11.24 / 11.48 0 0.00 0 0.00 0
11.39 / 11.50 # 11 11.52 / 12.07 ## 0.00 0 0.00 0.00
MAX: 1.50 )10 0.92 0 11 0.72 0 0 0.00 0
0.55 5.00 # 0.24 4.75 12 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
5.00 4.75 0.00
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 5.00 0 4.75 0 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 6.80 0 0.00 0 0.00 0375000
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.04 0 0.00 0 0.00 0
- 90 ) 78 0 77 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
221575 - 221580 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.221575 09/13/22 7 2810 X
COARSE AGGREGATE #2: LBS.221576 09/13/22 7 3020 0
COARSE AGGREGATE #3: LBS.221577 10/04/22 28 3920 0
FINE AGGREGATE: LBS.221578 10/04/22 28 3830 0
ADMIXTURE #1: OZS.221579 10/04/22 28 3820 0
ADMIXTURE #2: OZS.221580 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
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
3000
BUILDING #3: SOUTH AND WEST FOUNDATION WALLS
BUILDING #3: NORTH AND EAST FOUNDATION WALLS
PLACEMENT LOCATION OF LOAD #
0
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.
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
0
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
35,350
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
09/07/22
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:
0
0
0
48,150
37,900
0
0
49,200
47,950
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:
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
5
09/06/22
1162.011
221575
60's: LIGHT RAIN
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: