Westbrook Sr Housing Phase III concrete test report 44 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
4598 / 846682 4907 / 846683 4525 / 846684
11.50 / 11.50 1 11.00 / 22.50 2 11.00 / 33.50 1.967
11.29 / 12.05 0 ##11.57 / 12.25 0 12.20 / 12.51 0
12.11 / 1.01 # 12 1.02 / 1.33 ##1.35 / 1.58 2.00
MAX: 1.50 )11 1.53 1 11 1.60 1 12 1.63 1
0.29 5.25 1 0.57 5.75 1 0.20 5.50 1
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.58
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.25 1 5.75 1 5.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 6.40 0 0.00 0 0.00 0377900
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 143.13 0 0.00 0 0.00 0
- 90 ) 68 0 67 0 69 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
207507 - 207512 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.207507 05/31/21 7 2650 X
COARSE AGGREGATE #2: LBS.207508 05/31/21 7 2790 X
COARSE AGGREGATE #3: LBS.207509 06/21/21 28 3330 0
FINE AGGREGATE: LBS.207510 06/21/21 28 3220 0
ADMIXTURE #1: OZS.207511 06/21/21 28 3390 0
ADMIXTURE #2: OZS.207512 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
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
4
05/24/21
1162.010
207507
60's: CLEAR
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.
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:
33,250
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
40,500
35,100
0
0
41,800
42,600
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA, LLC
CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP, OVERTIME
ULTIMATE
05/25/21
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 #3: FOUNDATION WALL: NORTH WALL, EAST SECTION; EAST WALL, NORTH SECTION
BUILDING #3: FOUNDATION WALL: EAST WALL, SOUTH SECTION; SOUTH WALL, EAST SECTION
PLACEMENT LOCATION OF LOAD #
BUILDING #3: FOUNDATION WALL: SOUTH WALL, EAST CENTER SECTION; ELEVATOR SHAFT WALLS
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: