Cut Sheet

Concrete Rod Hanger ASTM E488 Testing Report Number 15C299
December 11, 2015 Revised March 9, 2016 Page 4 of 7
C E L CONSULTING
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achieved by controlling the hydraulic flow from the pump with an adjustable valve. Load
application was continued until failure of the anchor. Test information was documented in an
Excel data spreadsheet file consisting of an anchor test data form template for each test series.
Descriptive information was recorded manually on the anchor test data form, and test data
was imported from the data acquisition system to the computer file after each test. Load
versus displacement graphs were plotted automatically from the test data in the same
computer file. The ATDFs with corresponding graphs are located in Appendix 2. They are
organized by test type, concrete strength and hanger size.
7. TEST RESULTS
Summarized results for each product are provided in Tables 2 through 5. Refer to CEL
Anchor Testing Code System on Page 7 for translation of the CEL "Test Series Number"
found on the anchor test data forms and graphs.
Table 2 – 2000 psi Tension
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 15CCH104-2k 1053 8.6 Surtace Cone
3/8 1 1/2 15924-3KN (B) 2140 10/28/15 15CCH106-2k 1615 9.1 Surtace Cone
1/2 2 3/4 15924-3KN (B) 2140 10/28/15 15CCH108-2k 5271 7.8 Surtace Cone
Table 3 – 4000 psi Tension
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 15CCH104-4k 1798 6.3 Pullout

3/8 1 1/2 14826-3KN 4095 11/2/15 15CCH106-4k 2983 14.1 Cone
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1/2 2 3/4 14826-3KN 4096 11/3/15 15CCH108-4k 6888 4.6 Cone
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