HomeMy WebLinkAboutC-45818anEllerbee-Walczak Inc.
GEOTECHNICAL ENGINEERING &
CONSTRUCTION MATERIALS TESTING SERVICES
COMPRESSIVE STRENGTH (4x8 inch. Cylinder)
Client:
Wright Construction Co, Inc
Report #:
C-45818
Project:
Wright Construction Office
Technician:
Betuan E Cabral
Supplier:
Cowtown Redi
Mix
Placement:
4/23/2022
Strength*:
4500 PSI
ID #
Age Test
Load
Frac.
Strength
Pass
Design ID:
Hand
Date
(lbs.)
Type
(PSI)
Fail
Ticket:
106
1
7 4/30
51215
3
4076
Truck:
101 F
2
28 5/21
65490
5
5212
Pass
Batch Time:
4:46 AM
3
28 5/21
66095
3
5260
Pass
Sample Time:
5:21 AM
4
28 5/21
61625
5
4904
Pass
Ambient Temp:
70
Material Temp:
70
Air %:
2
Unit Weight (pcf):
142.8
Consolidation:
Rodding
Slump (inches):
6
Location: From
the end of Scribner
Street to South 50Ft
ID #
Age Test
Load
Frac.
Strength
Pass
Design ID:
Hand
Date
(lbs.)
Type
(PSI)
Fail
Ticket:
106
5
7 4/30
49325
3
3925
Truck:
935
6
28 5/21
64740
3
5152
Pass
Batch Time:
7:22 AM
7
28 5/21
60345
3
4802
Pass
Sample Time:
8:10 AM
8
28 5/21
61645
5
4906
Pass
Ambient Temp:
72
Material Temp:
70
Air %:
1.5
Unit Weight (pcf):
143.6
Consolidation:
Rodding
Slump (Inches):
6
Location: From the end of Scribner Street to South 20Ft
Remarks:
* Specified Strength Requirement given by: Concrete delivery ticket
Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172,
C1064, and C617 or C1231
Hector Martinez General Manager 6ela nc / .9erFirm No. F-4610
Distribution:
Wright Construction Co, Inc - Ashley Wright
4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117
Office 817-759-9999 • Fax 817-759-1888
C-45818 Page 1 of 1
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CONSTRUCTION ENTRANCE NOTES:
1. LTON = 5 INCHES MINIMUM CRUSHED ROCK.
2. LENGTH: AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS: NOT LESS THAN 6 INCHES.
4. WIDTH NOT LESS THAN 25 FEET.
5. WASHING WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS
REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED MATH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED TRAP. ALL SEDIMENT SHALL BE PREVENTED
FROM ENTERING STORM DRAIN. DITCH OR DETENTION PONDS.
6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND, AND REPAI AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY.
7. DRAINA ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A
DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.
8. CONTRACTOR TO COORDINATE EXACT LOCATION OF THIS DETAIL