Gross Electric Queensbury concrete test report 64 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: JAG INDUSTRIES, INC.REPORT NUMBER: : PAGE #: 1
175 BROAD STREET, SUITE 320 INSPECTION DATE:
GLENS FALLS, NEW YORK 12801 OUR FILE NUMBER:17
INSPECTOR & TEST SET: SCOTT ROBBINS #17
ATT'N: MR. TIMOTHY BARBER AMBIENT WEATHER:
GROSS ELECTRIC: BIG BAY ROAD, QUEENSBURY, NEW YORK OUR FILE LOCATION:
1 :
PLACEMENT LOCATION OF LOAD # 5 :
PLACEMENT LOCATION OF LOAD # 10 :
1 5 0 10
4907 / 852324 4908 / 852328 4598 / 852333
10.00 / 10.00 7 10.00 / 50.00 8 10.00 / 100.00 8.833
6.18 / 6.51 0 ##7.11 / 7.40 0 8.09 / 8.40 0
6.57 / 7.09 # 7 7.45 / 7.54 ##8.42 / 8.50 9.00
MAX: 1.50 )6 0.85 0 7 0.72 0 8 0.68 0
0.18 5.00 7 0.11 6.50 7 0.09 6.25 8
WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0
WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.50
0.00 0.00 0.00
PLACEMENT SLUMP (INCH) (SPEC: - 4.00 )5.00 1 6.50 1 6.25 1
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 2.10 0 2.80 0 2.80 0399438983921
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 151.28 0 147.64 0 148.51 0
- 90 ) 62 0 62 0 64 0
NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6
217300 - 217305 217306 - 217311 217312 - 217317
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.217300 05/03/22 7 4690 0
COARSE AGGREGATE #2: LBS.217301 05/03/22 7 4840 0
COARSE AGGREGATE #3: LBS.217302 05/24/22 28 0 X
FINE AGGREGATE: LBS.217303 05/24/22 28 0 X
ADMIXTURE #1: OZS.217304 05/24/22 28 0 X
ADMIXTURE #2: OZS.217305 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.217306 05/03/22 7 3830 X
0 1 0 217307 05/03/22 7 4080 0
REPORT DISTRIBUTION:0 1 0 217308 05/24/22 28 0 X
0 1 0 217309 05/24/22 28 0 X
0 1 0 217310 05/24/22 28 0 X
0 1 0 217311 01/00/00 SPARE 0 X
1 1 217312 05/03/22 7 3980 X
RESPECTFULLY SUBMITTED,0 0 1 217313 05/03/22 7 3880 X
CONSTRUCTION TECHNOLOGY 0 0 1 217314 05/24/22 28 0 X
0 0 1 217315 05/24/22 28 0 X
ROBERT BEHAN (NICET)0 0 1 217316 05/24/22 28 0 X
MANAGER TECHNICAL SVCS.0 0 1 217317 01/00/00 SPARE 0 X
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
SLAB ON GRADE: A/E @ 1/5, WEST PROCEEDING EAST
SLAB ON GRADE: A/E @ 1/5, WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: A/E @ 1/5, WEST PROCEEDING EAST
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.
0
50,000
48,700
0
0
0
0
0.0
0
0
51,200
0
JOINTA-GALUSHA CONCRETE, INC
CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION.
ULTIMATE
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
TIME CONC. BATCHED / ARRIVED:
58,900
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
04/27/22
0.00
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:
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
0
60,750
48,150
0
0
0
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
6
04/26/22
813.038
217300
50's: INTERIOR
PROJECT:
CONSTRUCTION TECHNOLOGY
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
0
0