Newcome Street Apartments concrete test report 84 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: DONALD HOOK #9
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4903 / 855258 4525 / 855259 4904 / 855260
11.00 / 11.00 #10.50 / 21.50 12 10.50 / 32.00 12.7
11.12 / 11.35 0 ##11.24 / 12.00 0 12.00 / 12.24 0
11.40 / 11.54 # 11 12.03 / 12.22 ##12.26 / 12.42 12.00
MAX: 1.50 )11 0.70 0 11 0.97 0 12 0.70 0
0.12 5.75 # 0.24 5.50 12 0.00 5.75 12
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.42
5.75 5.50 5.75
PLACEMENT SLUMP (INCH) (SPEC: -7.00 ) 5.75 0 5.50 0 5.75 0
ENTRAINED AIR ( % VOL) (SPEC: -8.00 ) 6.60 0 0.00 0 0.00 0385700
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 146.09 0 0.00 0 0.00 0
- 90 ) 78 0 77 0 78 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
222140 - 222145 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.222140 09/26/22 7 2210 X
COARSE AGGREGATE #2: LBS.222141 09/26/22 7 2320 X
COARSE AGGREGATE #3: LBS.222142 10/17/22 28 3220 0
FINE AGGREGATE: LBS.222143 10/17/22 28 3390 0
ADMIXTURE #1: OZS.222144 10/17/22 28 3320 0
ADMIXTURE #2: OZS.222145 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
8
09/19/22
1162.011
222140
70'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:
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
42,550
29,200
0
0
40,500
41,650
TIME CONC. BATCHED / ARRIVED:
27,800
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
09/20/22
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.
0
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
3000
BUILDING #1: FOUNDATION WALL: NORTH WALL
BUILDING #1: FOUNDATION WALL: WEST WALL AND SOUTH W ALL, WEST HALF
PLACEMENT LOCATION OF LOAD #
BUILDING #1: FOUNDATION WALL: EAST WALL AND SOUTH WALL, EAST 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.