Wedgewood Apts concrete test report 154 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Fax: (518) 399-1913
CLIENT: REPORT NUMBER: : PAGE #: 1
INSPECTION DATE:
OUR FILE NUMBER:6
INSPECTOR & TEST SET: BOB BEHAN #6
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4598 / 820390 4585 / 820391 4503 / 820392
11.75 / 11.75 #11.75 / 23.50 12 11.50 / 35.00 12.78
10.20 / 10.45 0 ##10.55 / 11.15 0 11.48 / 12.00 0
10.49 / 11.37 # 11 11.39 / 12.13 ##12.15 / 12.47 12.00
MAX: 1.50 )10 1.28 0 10 1.30 0 11 0.98 0
0.20 5.50 # 0.55 6.00 12 0.48 5.50 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 0.47
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 6.00 1 5.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.20 0 0.00 0 0.00 0380400
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 144.08 0 0.00 0 0.00 0
- 90 ) 81 0 81 0 82 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
174948 - 174953 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.174948 07/19/17 7 2610 X
COARSE AGGREGATE #2: LBS.174949 07/19/17 7 2460 X
COARSE AGGREGATE #3: LBS.174950 08/09/17 28 3700 0
FINE AGGREGATE: LBS.174951 08/09/17 28 3530 0
ADMIXTURE #1: OZS.174952 08/09/17 28 3660 0
ADMIXTURE #2: OZS.174953 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
TOM JOSLIN, S.E.T. (NICET)0 0 0 0 01/00/00 0 0 X
MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X
Tom Joslin Tom Joslin Tom Joslin Tom Joslin
APPLIED LOAD
15
07/12/17
1162.009
174948
80's: P' CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY.
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):
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
32,750
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER 0
0
0
44,300
30,950
0
0
46,500
45,950
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
07/13/17
4.00
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: FOUNDATION WALL: GARAGES: WORKING WEST-EAST
BUILDING #3: FOUNDATION WALL: GARAGES: WORKING WEST-EAST
PLACEMENT LOCATION OF LOAD #
BUILDING #3: FOUNDATION WALL: GARAGES: WORKING WEST-EAST
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.
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: