Gross Electric Queensbury 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 :
PLACEMENT LOCATION OF LOAD # 3 :
1 2 0 3
4912 / 851358 4905 / 851359 4525 / 851360
11.50 / 11.50 #11.50 / 23.00 11 11.00 / 34.00 11.2
9.28 / 9.40 0 ##10.00 / 10.17 0 10.45 / 11.00 0
9.50 / 10.16 # 10 10.20 / 10.40 ##11.01 / 11.12 11.00
MAX: 1.50 )9 0.80 0 10 0.67 0 10 0.45 0
0.28 4.50 # 0.00 5.00 10 0.45 4.50 11
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
4.50 5.00 4.50
PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )4.50 1 5.00 1 4.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 7.00 ) 5.80 0 0.00 0 0.00 0371800
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 140.82 0 0.00 0 0.00 0
- 90 ) 58 0 58 0 58 0
NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0
215019 - 215024 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.215019 01/26/22 7 3560 X
COARSE AGGREGATE #2: LBS.215020 01/26/22 7 3480 X
COARSE AGGREGATE #3: LBS.215021 02/16/22 28 5370 0
FINE AGGREGATE: LBS.215022 02/16/22 28 5200 0
ADMIXTURE #1: OZS.215023 02/16/22 28 5430 0
ADMIXTURE #2: OZS.215024 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
01/19/22
813.038
215019
10's: CLEAR
PROJECT:
CONSTRUCTION TECHNOLOGY
MR. TIMOTHY BARBER
JAG INDUSTRIES, INC.
175 BROAD STREET, SUITE 320
GLENS FALLS, NEW YORK 12801
GROSS ELECTRIC: BIG BAY ROAD, QUEENSBURY, NEW YORK
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
0
0
DESIGN STRENGTH & FORMULA:
ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW.
CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.
PLACEMENT WEATHER PROTECTION:
0
0
0
65,250
43,650
0
0
67,400
68,150
TIME CONC. BATCHED / ARRIVED:
44,700
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
01/20/22
3.00
PLACEMENT AREA REINFORCEMENT:
PLACEMENT AREA FORMWORK:
SLUMP OF CONCRETE INTO PUMP:
TIME PLACEMENT BEGAN / ENDED:
CONCRETE AGE ( HOURS ) (SPEC:
SLUMP ON ARRIVAL (INCHES):
LAB CYLINDER CONTROL NUMBERS:
WATER:
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
0
0
0
0
0
0
0
0.0
0
0
0
0
JOINTA-GALUSHA CONCRETE, INC
CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
ULTIMATE
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
2.00
TEST AGE
4000
FOUNDATION WALL: A/9 - E/9
FOUNDATION WALL: E/9 - E/5
PLACEMENT LOCATION OF LOAD #
FOUNDATION WALL: A/9 - A/5
0.00
45
PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE.
GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS.