Summary for Test 2018-03-14-2-1
Test performed: ASTM A884-14Project Information
Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
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DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
Award Date | 11/16/2017 |
Closeout Date | 12/08/2022 |
Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
Sample Taken Date | 03/14/2018 | Sample Unique Key | 2 |
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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 | 03/19/2018 |
Sample type | Quality Assurance | A brief description of the sample | Green Epoxy Dowels |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Rick | Last name of sampler or witnessed by | Bettencourt |
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 | C927477 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S2502518 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM7 - Epoxy Coated Dowels | Dowel Metal Heat Number | unknown |
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Dowel Epoxy Batch Number | Unknown | Dowel Coating Specification | ASTM A775 |
Dowel Size | 1.5 in | Dowel Coating Color | Green |
Dowel Manufacturer | Unknown | Dowel Coater | Dayton Superior |
Release Number | 1402397-1 | Quality Assurance Code | Unknown |
Rebar Size (#) | Unknown |
Test Details
DIME Sample ID: 2018-03-14-2
DIME Test ID: 2018-03-14-2-1
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: 2018-03-27
Test Results
Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 03/20/2018
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 11.53 mils
First Bar Side 2 mean value: 10.18 mils
Second Bar Side 1 mean value: 11.07 mils
Second Bar Side 2 mean value: 11.87 mils
First Bar Mean: 10.86 mils
Second Bar Mean: 11.47 mils
Total mean value: 11.16 mils
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2018 ✔