Gross Electric Queensbury concrete test report 5 @ 7 day4 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 / 852201 4908 / 852205 4911 / 852210
10.00 / 10.00 7 10.00 / 50.00 8 10.00 / 100.00 8.833
6.20 / 6.55 0 ##7.09 / 7.35 0 7.50 / 8.15 0
7.00 / 7.10 # 7 7.50 / 7.58 ##8.40 / 8.50 9.00
MAX: 1.50 )6 0.83 0 7 0.82 0 7 1.00 0
0.20 5.50 7 0.09 6.50 7 0.50 6.50 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 )5.50 1 6.50 1 6.50 1
ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 2.50 0 2.00 0 1.90 0390038353898
UNIT WEIGHT (PCF) (SPEC:-0.00 ) 147.72 0 145.26 0 147.64 0
- 90 ) 63 0 62 0 60 0
NUMBER OF TEST SPECIMEN CAST:6 0 6 0 6
217130 - 217135 217136 - 217141 217142 - 217147
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.217130 04/28/22 7 4640 0
COARSE AGGREGATE #2: LBS.217131 04/28/22 7 4510 0
COARSE AGGREGATE #3: LBS.217132 05/19/22 28 0 X
FINE AGGREGATE: LBS.217133 05/19/22 28 0 X
ADMIXTURE #1: OZS.217134 05/19/22 28 0 X
ADMIXTURE #2: OZS.217135 01/00/00 SPARE 0 X
ADMIXTURE #3: OZS.
AIR ENTRAINING AGENT: OZS.217136 04/28/22 7 3750 X
0 1 0 217137 04/28/22 7 3770 X
REPORT DISTRIBUTION:0 1 0 217138 05/19/22 28 0 X
0 1 0 217139 05/19/22 28 0 X
0 1 0 217140 05/19/22 28 0 X
0 1 0 217141 01/00/00 SPARE 0 X
1 1 217142 04/28/22 7 3550 X
RESPECTFULLY SUBMITTED,0 0 1 217143 04/28/22 7 3700 X
CONSTRUCTION TECHNOLOGY 0 0 1 217144 05/19/22 28 0 X
0 0 1 217145 05/19/22 28 0 X
ROBERT BEHAN (NICET)0 0 1 217146 05/19/22 28 0 X
MANAGER TECHNICAL SVCS.0 0 1 217147 01/00/00 SPARE 0 X
Robert BehanRobert BehanRobert BehanRobert Behan
APPLIED LOAD
5
04/21/22
813.038
217130
30's: INTERIOR
PROJECT:
CONSTRUCTION TECHNOLOGY
IF APPLICABLE:
DELIVERED LOAD NUMBER:
TRUCK NUMBER / TICKET NUMBER:
YARDAGE DELIVERED / SUBTOTAL:
CONCRETE TEMP. (F) (SPEC:
0
0
0
0
0
0
56,700
47,150
0
0
0
TIME CONC. BATCHED / ARRIVED:
58,300
DAYS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
DISCREPANCIES & REMARKS:
0.0
04/22/22
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:
4:
0.0
5:
6:
7:
8:
1: FILE
2: SUPPLIER
3:
0
44,600
46,450
0
0
0
0
0.0
0
0
47,350
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
SLAB ON GRADE: A/E @ 9/5, WEST PROCEEDING EAST
SLAB ON GRADE: A/E @ 9/5, WEST PROCEEDING EAST
PLACEMENT LOCATION OF LOAD #
SLAB ON GRADE: A/E @ 9/5, 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.