Nemer Chrysler Jeep Dodge Ram concrete test report 14 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 / 843690 4911 / 843 0 0 0
11.50 / 11.50 3 11.50 / 23.00 4 0.00 0 0.00 0
2.12 / 2.31 0 ##1.56 / 2.40 0 0.00 0 0.00 0
2.42 / 3.00 # 2 3.17 / 3.32 ## 0.00 0 0.00 0.00
MAX: 1.50 )2 0.80 0 1 1.60 1 0 0.00 0
0.12 5.50 3 0.56 6.00 3 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 6.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )5.50 1 6.00 1 0.00 0
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.70 0 0.00 0 0.00 0379800
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 143.85 0 0.00 0 0.00 0
- 90 ) 81 0 80 0 0 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
204676 - 204681 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.204676 11/27/20 7 4010 X
COARSE AGGREGATE #2: LBS.204677 11/27/20 7 3900 X
COARSE AGGREGATE #3: LBS.204678 12/18/20 28 5270 0
FINE AGGREGATE: LBS.204679 12/18/20 28 5170 0
ADMIXTURE #1: OZS.204680 12/18/20 28 5400 0
ADMIXTURE #2: OZS.204681 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:
FOOTING: SOUTH WALL AND WEST WALL, SOUTH HALF
FOOTING: NORTH WALL AND WEST WALL, NORTH HALF
PLACEMENT LOCATION OF LOAD #
0
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
4500
0
JOINTA-GALUSHA CONCRETE, INC.
CONTRACTOR NOTIFIED: LOAD 2: OVERTIME
ULTIMATE
11/23/20
0.00
0
0.0
0
0
0
0
64,900
0
0
0
0
0
0
8:
1: FILE
2: SUPPLIER
48,950
0
0
66,250
67,850
0
0
DISCREPANCIES & REMARKS:
0.0
4:
0.0
5:
6:
7:
0
0
DESIGN STRENGTH & FORMULA:
3:
TIME CONC. BATCHED / ARRIVED:
50,400
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. CHARLES ALBRECHT
R & P QUAKER II REALTY, LLC
728 QUAKER ROAD
QUEENSBURY, NEW YORK 12804
NEMER CHRYSLER JEEP DODGE RAM: QUEENSBURY, NEW YORK
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
1
11/20/20
100.202
204676
50's: CLOUDY