Nemer Chrysler Jeep Dodge Ram concrete test report 24 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:5
INSPECTOR & TEST SET: DAVE CASAW #5
ATT'N: AMBIENT WEATHER:
OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 2 :
0 0 0
1 2 0 0
4905 / 843732 4598 / 843733 0 0 0
11.50 / 11.50 2 11.50 / 23.00 2 0.00 0 0.00 0
12.40 / 1.06 0 ##1.03 / 1.15 0 0.00 0 0.00 0
1.26 / 1.39 # 1 2.04 / 2.21 ## 0.00 0 0.00 0.00
MAX: 1.50 )12 0.98 0 1 1.30 0 0 0.00 0
0.40 5.50 1 0.03 5.25 2 0.00 0.00 0
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.00
5.50 5.25 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 5.25 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.40 0 0.00 0 0.00 0373500
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 141.47 0 0.00 0 0.00 0
- 90 ) 80 0 79 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
204727 - 204732 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.204727 11/30/20 7 3820 X
COARSE AGGREGATE #2: LBS.204728 11/30/20 7 3970 X
COARSE AGGREGATE #3: LBS.204729 12/21/20 28 5250 0
FINE AGGREGATE: LBS.204730 12/21/20 28 5350 0
ADMIXTURE #1: OZS.204731 12/21/20 28 5200 0
ADMIXTURE #2: OZS.204732 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
2
11/23/20
100.202
204727
40's: PARTLY CLOUDY
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. CHARLES ALBRECHT
R & P QUAKER II REALTY, LLC
728 QUAKER ROAD
QUEENSBURY, NEW YORK 12804
NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK
CONCRETE TEMP. (F) (SPEC:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
LAB CYLINDER CONTROL NUMBERS:
WATER:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
47,950
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
49,900
0
0
65,900
65,350
0
0
0
67,200
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC.
0
ULTIMATE
11/24/20
0.00
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
4500
FOUNDATION WALL: SOUTH WALL AND WEST WALL, SOUTH HALF
FOUNDATION WALL: NORTH WALL AND WEST WALL, NORTH HALF
PLACEMENT LOCATION OF LOAD #
0
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: