DIME - Test Summary

Summary for Test 2026-05-22-2-1

Test performed: ASTM A970-18

Project Identifiers	Project ID: 1001361 DEA: 120M9704 EFIS: 1213000099
DIST-CO-RTE-PM	12-ORA-57-11.5/12.5
Award Date	09/25/2025
Closeout Date	Not set
Work Description	CONST BRIDGES, RET WALLS, JPCP, HMA, CONC BARRIERS AND ELECT SYSTEMS.
Location Description	ORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.2 MILE SOUTH OF ORANGEWOOD AVENUE UNDERCROSSING TO KATELLA AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 07/28/2025)

Sample Taken Date	05/22/2026	Sample Unique Key	2
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	05/28/2026
Sample type	Quality Assurance	A brief description of the sample	ASMT A706 #5 rebar w/ 120 T heads
The quantity of what the sample constitutes	3122 120 T Heads	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Arthur	Last name of sampler or witnessed by	Peterson
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	HRC - Fountain Valley, CA	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	SMTL TM5 - Headed Bars	Production or Authorization Testing	Production Testing
Rebar Heat Number(s)	137526	Head Manufacturer Lot Number(s)	100013306040
Rebar Size	#5	Headed Bar Model Name	HRC 120
Size of Head	Full Size - 9x	Head Connection Type
Head Shape	Square	Rebar Manufacturer	Cascade Steel Rolling Mills - Oregon
Head Manufacturer	Nucor Cold Finish Utah	Head Fabricator	HRC Fountain Valley CA
Material Standard Code	ASTM A706	Headed Bar Unique ID	9FW-17-03

DIME Sample ID: 2026-05-22-2

DIME Test ID: 2026-05-22-2-1

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)

Test Release Date: 2026-06-02

Number of Headed Bar Samples: 20

Input Type: Measured

Tester's full name: Steven Paine

Date of test: 06/02/2026

UTM: NA

Temperature: 0 f

Num	Lot #	Area (sqin)	Peak Load (lbf)	Tensile Strength (psi)	Comments	Tested By
1	1	0.31	28130	90500	Ok Necking	Kleinfelder
2	1	0.31	27470	88500	Ok Necking	Kleinfelder
3	1	0.31	29650	95500	Ok Necking	Kleinfelder
4	1	0.31	27460	88500	Ok Necking	Kleinfelder
5	6	0.31	28260	91000	Ok Necking	Kleinfelder
6	6	0.31	27810	89500	Ok Necking	Kleinfelder
7	6	0.31	28460	92000	Ok Necking	Kleinfelder
8	6	0.31	28650	92500	Ok Necking	Kleinfelder
9	11	0.31	28680	92500	Ok Necking	Kleinfelder
10	11	0.31	28680	92500	Ok Necking	Kleinfelder
11	11	0.31	28500	92000	Ok Necking	Kleinfelder
12	11	0.31	28650	92500	Ok Necking	Kleinfelder
13	16	0.31	28660	92500	Ok Necking	Kleinfelder
14	16	0.31	28600	92500	Ok Necking	Kleinfelder
15	16	0.31	28060	90500	Ok Necking	Kleinfelder
16	16	0.31	28820	93000	Ok Necking	Kleinfelder
17	21	0.31	28350	91500	Ok Necking	Kleinfelder
18	21	0.31	28100	90500	Ok Necking	Kleinfelder
19	21	0.31	28280	91000	Broke at Head	Kleinfelder
20	21	0.31	28560	92000	Ok Necking	Kleinfelder

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Test was verified on 6/2/2026 ✔