Cut Sheet
Table Of Contents
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 1
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 2
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 3
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 4
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 5
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 6
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 7
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 8
- LH Dottie Concrete Rod Hangersport No. 15C299 Revised 3-9-16 9
Concrete Rod Hanger ASTM E488 Testing Report Number 15C299
December 11, 2015 Revised March 9, 2016 Page 5 of 7
C E L CONSULTING
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Table 4 – 2000 psi Shear
Hanger Hanger Test Concrete Test CEL Test Average
Size, Embed, Member Strength, Date(s) Series Ultimate COV, %
Failure Mode
inches inches ID psi Number Load, lbs.
1/4 1 1 /4 15924-3KN (B) 2127 10/27/15 15CCH1404-2k 1807 11.8
Shear in rod insert
threads
3/8 1 3/4 15924-3KN (B) 2140 10/28/15 15CCH1406-2k 3156 14.7
Rod insert
bending/ pullout
1/2 2 3/4 15924-3KN (B) 2140 10/28/15 15CCH1408-2k 6723 6.4
Shear in rod insert
threads
Table 5 – 4000 psi Shear
Hanger Hanger Test Concrete Test CEL Test Average
Size, Embed, Member Strength, Date(s) Series Ultimate COV, %
Failure Mode
inches inches ID psi Number Load, lbs.
1/4 1 1/4 14826-3KN 4095 11/2/15 15CCH1404-4k 1941 6.1
Shear in rod insert
threads
3/8 1 1/2 14826-3KN 4095 11/2/15 15CCH1406-4k 2953 10.7
Shear in rod hanger
threads
1/2 2 3/4 14826-3KN 4095 11/2/15 15CCH1408-4k 6624 8.8
Shear in rod insert
threads
Notes (all tables):
1. Hanger size is the thread size of the rod hanger body.
2. Embedment is measured from the concrete surface to the tip of the embedded end.
3. COV is the statistical coefficient of variation of the five test replicates indicating the variation of
individual test results.
4. The ultimate loads are based on failures of the concrete rod hangers due to use of high strength
threaded rod inserts for testing. Use of lower strength threaded rod inserts will result in lower load
levels and should be evaluated by the designer or user.