Westbrook Sr Housing Phase III concrete test report 54 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:7
INSPECTOR & TEST SET: MIKE MARQUETTE #7
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4904 / 846756 4588 / 846757 4905 / 846758
11.50 / 11.50 #11.50 / 23.00 11 11.50 / 34.50 12.2
9.37 / 10.10 0 ##10.10 / 10.43 0 10.38 / 11.05 0
10.16 / 10.50 # 10 10.51 / 11.29 ##11.33 / 12.12 12.00
MAX: 1.50 )9 1.22 0 10 1.32 0 10 1.57 1
0.37 6.25 # 0.10 6.00 11 0.38 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 0.12
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.25 1 6.00 1 5.75 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.40 0 0.00 0 0.00 0374600
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 141.88 0 0.00 0 0.00 0
- 90 ) 68 0 69 0 69 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
207579 - 207584 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.207579 06/02/21 7 2280 X
COARSE AGGREGATE #2: LBS.207580 06/02/21 7 2180 X
COARSE AGGREGATE #3: LBS.207581 06/23/21 28 3120 0
FINE AGGREGATE: LBS.207582 06/23/21 28 3240 0
ADMIXTURE #1: OZS.207583 06/23/21 28 3110 0
ADMIXTURE #2: OZS.207584 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
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 #3: FOUNDATION WALL: EAST INTERIOR WALL
BUILDING #3: FOUNDATION WALL: CENTER INTERIOR WALLS
PLACEMENT LOCATION OF LOAD #
BUILDING #3: FOUNDATION WALL: WEST INTERIOR WALL
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
05/27/21
4.00
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
40,700
27,400
0
0
39,200
39,100
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
28,650
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
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):
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. DARREN VanDeWARKER
SCHEMERHORN CONSTRUCTION, INC.
536 BAY ROAD, SUITE 2
QUEENSBURY, NEW YORK 12804
WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
5
05/26/21
1162.010
207579
50's: CLEAR