Summary for Test 2017-08-28-4-1
Test performed: ASTM A884-14Project Information
Project Identifiers | Project ID: 211394 DEA: 100G8204 EFIS: 1013000073 |
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DIST-CO-RTE-PM | 10-SJ-132-0.4/7.1 |
Award Date | 07/20/2016 |
Closeout Date | 01/04/2021 |
Work Description | REPAIR PAVEMENT AND INSTALL ITS ELEMENTS. |
Location Description | SAN JOAQUIN COUNTY NEAR VERNALIS FROM 0.4 MILE EAST OF ROUTE 580 TO STANISLAUS COUNTY LINE |
QA Service Level | 1 (Verified on 09/23/2016) |
Sample Information
Sample Taken Date | 08/28/2017 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/29/2017 |
Sample type | Quality Assurance | A brief description of the sample | Epoxy Coated Dowel Basket |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Leach |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Dayton Superior | Transportation Laboratory (TL) Number | C925886 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S3811417 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM7 - Epoxy Coated Dowels | Dowel Metal Heat Number | Na |
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Dowel Epoxy Batch Number | Unknown | Dowel Coating Specification | ASTM A884 |
Dowel Size | 1.25 in | Dowel Coating Color | Green |
Dowel Manufacturer | Dayton Superior | Dowel Coater | Dayton Superior |
Release Number | 1349571-2 | Quality Assurance Code | Unknown |
Rebar Size (#) | Unknown |
Test Details
DIME Sample ID: 2017-08-28-4
DIME Test ID: 2017-08-28-4-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2017-09-07
Test Results
Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/31/2017
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 12.2 mils
First Bar Side 2 mean value: 13.66 mils
Second Bar Side 1 mean value: 13.1 mils
Second Bar Side 2 mean value: 12.7 mils
First Bar Mean: 12.93 mils
Second Bar Mean: 12.9 mils
Total mean value: 12.92 mils
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2017 ✔