Wedgewood Apts concrete test report 274 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
4563 / 822015 4904 / 822016 4567 / 822017
11.50 / 11.50 3 11.50 / 23.00 3 11.00 / 34.00 3.583
1.39 / 2.00 0 ##2.05 / 2.20 0 2.30 / 2.50 0
2.05 / 2.33 # 2 2.36 / 3.00 ##3.05 / 3.35 3.00
MAX: 1.50 )1 0.90 0 2 0.92 0 2 1.08 0
0.39 5.50 2 0.05 5.25 3 0.30 5.50 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 0.35
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.25 1 5.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.90 0 0.00 0 0.00 0367700
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 139.27 0 0.00 0 0.00 0
- 90 ) 79 0 80 0 80 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
176675 - 176680 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.176675 09/20/17 7 2640 X
COARSE AGGREGATE #2: LBS.176676 09/20/17 7 2490 X
COARSE AGGREGATE #3: LBS.176677 10/11/17 28 3480 0
FINE AGGREGATE: LBS.176678 10/11/17 28 3570 0
ADMIXTURE #1: OZS.176679 10/11/17 28 3620 0
ADMIXTURE #2: OZS.176680 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
27
09/13/17
1162.009
176675
70's: CLEAR
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:
33,100
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
44,800
31,250
0
0
43,700
45,450
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
09/14/17
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 6: FOOUNDATION WALL: GARAGES, SOUTH THIRD
BUILDING 6: FOOUNDATION WALL: GARAGES, CENTER THIRD
PLACEMENT LOCATION OF LOAD #
BUILDING 6: FOUNDATION WALL: GARAGES, NORTH THIRD
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: