Summary for Test 2026-03-24-35-1
Test performed: ASTM A884-19e20Project Information
| Project Identifiers | Project ID: 1000611 DEA: 120R32U4 EFIS: 1222000054 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55-0.2/R17.8 |
| Award Date | 02/07/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE RHMA, REPLACE CB, SIGNS AND MODIFY LIGHTING SYSTEM. |
| Location Description | ORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE 55/91 SEPARATION IN ANAHEIM |
| QA Service Level | 1 (Verified on 09/30/2024) |
Sample Information
| Sample Taken Date | 03/24/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 03/27/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1.5" Dowel Bar Baskets |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | JAYCE | Last name of sampler or witnessed by | GROVES |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RV Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM7 - Epoxy Coated Dowels | Dowel Metal Heat Number | Dowel 1202066416 Wire 1000229536 |
|---|---|---|---|
| Dowel Epoxy Batch Number | CH0555KT CH0205CW CH0315JB | Dowel Coating Specification | ASTM A884 |
| Dowel Size | 1.5 in | Dowel Coating Color | Green |
| Dowel Manufacturer | Dowel Coater | American Highway | |
| Release Number | Quality Assurance Code | ||
| Rebar Size (#) |
Test Details
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DIME Sample ID: 2026-03-24-35
DIME Test ID: 2026-03-24-35-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2026-04-02
Test Results
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 04/02/2026
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 15.83
First Bar Side 2 mean value: 16.31
Second Bar Side 1 mean value: 16.22
Second Bar Side 2 mean value: 16.23
First Bar Mean: 16.07
Second Bar Mean: 16.23
Total mean value: 16.15
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/2/2026 ✔