Wedgewood Apts concrete test report 184 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:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4902 / 820717 4905 / 820718 4904 / 820719
11.75 / 11.75 1 11.75 / 23.50 2 11.50 / 35.00 2.5
12.15 / 12.32 0 ##12.32 / 12.55 0 1.00 / 1.20 0
12.35 / 1.10 # 13 1.15 / 1.50 ##1.55 / 2.30 2.00
MAX: 1.50 )12 0.92 0 12 1.30 0 1 1.50 0
0.15 4.50 1 0.32 5.00 1 0.00 4.75 2
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.30
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 4.50 0 5.00 0 4.75 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.80 0 0.00 0 0.00 0375600
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.26 0 0.00 0 0.00 0
- 90 ) 76 0 76 0 76 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
175310 - 175315 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.175310 08/02/17 7 3020 0
COARSE AGGREGATE #2: LBS.175311 08/02/17 7 2790 X
COARSE AGGREGATE #3: LBS.175312 08/23/17 28 4050 0
FINE AGGREGATE: LBS.175313 08/23/17 28 4180 0
ADMIXTURE #1: OZS.175314 08/23/17 28 4120 0
ADMIXTURE #2: OZS.175315 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
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:
BUILDING #2: FOUNDATION WALL: 2 EAST GARAGES
BUILDING #2: FOUNDATION WALL: GARAGE: SECOND FROM WEST
PLACEMENT LOCATION OF LOAD #
BUILDING #2: FOUNDATION WALL: WEST GARAGES
0.00
45
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
0
JOINTA-GALUSHA, LLC
0
ULTIMATE
07/27/17
4.00
0
0.0
0
0
0
0
52,500
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
35,100
0
0
50,900
51,700
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
37,950
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WEDGEWOOD APARTMENTS: BURKE DRIVE, QUEENSBURY, NY.
Tom Joslin Tom Joslin Tom Joslin Tom Joslin
APPLIED LOAD
18
07/26/17
1162.009
175310
70's: CLEAER