Wedgewood Apts concrete test report 294 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
4905 / 822198 4904 / 822199 4903 / 822200
11.50 / 11.50 1 11.25 / 22.75 2 11.25 / 34.00 2.167
12.03 / 12.20 0 ##12.40 / 1.00 0 1.15 / 1.30 0
12.34 / 1.13 # 13 1.15 / 1.44 ##1.46 / 2.10 2.00
MAX: 1.50 )12 1.17 0 12 1.07 0 1 0.92 0
0.03 6.00 1 0.40 5.75 1 0.15 5.75 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 0.10
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 5.75 1 5.75 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.20 0 0.00 0 0.00 0371900
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 140.86 0 0.00 0 0.00 0
- 90 ) 79 0 79 0 80 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
177005 - 177010 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.177005 09/26/17 7 1690 X
COARSE AGGREGATE #2: LBS.177006 09/26/17 7 1910 X
COARSE AGGREGATE #3: LBS.177007 10/17/17 28 2770 X
FINE AGGREGATE: LBS.177008 10/17/17 28 2680 X
ADMIXTURE #1: OZS.177009 11/14/17 56 3010 0
ADMIXTURE #2: OZS.177010 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 7: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH
BUILDING 7: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH
PLACEMENT LOCATION OF LOAD #
BUILDING 7: FOUNDATION WALL: GARAGES: PROCEEDING NORTH-SOUTH
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
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP
ULTIMATE
09/20/17
4.00
0
0.0
0
0
0
0
33,700
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
24,050
0
0
34,850
37,750
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
21,200
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
29
09/19/17
1162.009
177005
70's: P. CLOUDY