Newcome Street Apartments concrete test report 34 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 / 854687 4903 / 854688 4908 / 854689
11.00 / 11.00 2 10.50 / 21.50 3 10.50 / 32.00 3.25
1.16 / 1.39 0 ##1.33 / 1.55 0 1.51 / 2.15 0
1.42 / 2.00 # 2 2.10 / 2.43 ##2.46 / 3.15 3.00
MAX: 1.50 )1 0.73 0 1 1.17 0 1 1.40 0
0.16 5.00 2 0.33 6.50 2 0.51 6.00 3
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.15
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 5.00 0 6.50 0 6.00 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 7.20 0 0.00 0 0.00 0376600
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.64 0 0.00 0 0.00 0
- 90 ) 80 0 80 0 80 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
221054 - 221059 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.221054 08/30/22 7 2930 X
COARSE AGGREGATE #2: LBS.221055 08/30/22 7 2770 X
COARSE AGGREGATE #3: LBS.221056 09/20/22 28 3840 0
FINE AGGREGATE: LBS.221057 09/20/22 28 3720 0
ADMIXTURE #1: OZS.221058 09/20/22 28 3890 0
ADMIXTURE #2: OZS.221059 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
6 UNIT BUILDING: FOUNDATION WALL: EAST WALL
6 UNIT BUILDING: FOUNDATION WALL: NORTH WALL AND WEST WALL, NORTH HALF
PLACEMENT LOCATION OF LOAD #
6 UNIT BUILDING: FOUNDATION WALL: SOUTH WALL AND WEST WALL, SOUTH HALF
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:
36,800
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
08/24/22
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
46,700
34,850
0
0
48,200
48,850
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
3
08/23/22
1162.011
221054
80's: CLOUDY
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: