Westbrook Sr Housing Phase III concrete test report 144 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:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4904 / 3406 4905 / 3408 4598 / 3409
11.00 / 11.00 9 11.00 / 22.00 10 6.00 / 28.00 10.42
7.28 / 8.15 0 ##7.51 / 8.30 0 8.26 / 8.58 0
8.23 / 9.00 # 8 9.08 / 9.51 ##9.53 / 10.25 10.00
MAX: 1.50 )7 1.53 1 7 2.00 1 8 1.98 1
0.28 6.00 9 0.51 6.50 9 0.26 6.00 10
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.25
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 6.50 1 6.00 1
ENTRAINED AIR ( % VOL) (SPEC: -7.00 ) 6.50 0 0.00 0 0.00 0376400
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 142.57 0 0.00 0 0.00 0
- 90 ) 62 0 62 0 63 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
215201 - 215206 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.215201 02/02/22 7 3440 X
COARSE AGGREGATE #2: LBS.215202 02/02/22 7 3500 X
COARSE AGGREGATE #3: LBS.215203 02/23/22 28 4700 0
FINE AGGREGATE: LBS.215204 02/23/22 28 4910 0
ADMIXTURE #1: OZS.215205 02/23/22 28 4980 0
ADMIXTURE #2: OZS.215206 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:
MAINTENANCE BUILDING: SLAB ON GRADE: WEST PROCEEDING EAST
MAINTENANCE BUILDING: SLAB ON GRADE: WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
MAINTENANCE BUILDING: SLAB ON GRADE: WEST PROCEEDING EAST
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
4000
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP, OVERTIME
ULTIMATE
01/27/22
0.00
0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
61,650
43,900
0
0
59,000
62,500
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
43,150
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
14
01/26/22
1162.010
215201
10's: CLEAR