Summary for Test 2023-08-02-27-1
Test performed: ASTM A934-19Project Information
Project Identifiers | Project ID: 993776 DEA: 040J3004 EFIS: 0413000433 |
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DIST-CO-RTE-PM | 04-SON-1-26.7/27.1 |
Award Date | 07/08/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT. |
Location Description | SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 08/02/2023 | Sample Unique Key | 27 |
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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 | 08/03/2023 |
Sample type | Quality Assurance | A brief description of the sample | Epoxy Coated #6 Stirrups for Waler |
The quantity of what the sample constitutes | 20 lbs (3 bars) | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Whittman |
Title of sampler | ASR AND SR | Telephone number of sampler | 925-286-7554 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Fletcher Coating | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-E0110 | |
Structure name | Slidesville Retaining Wall |
Material Information
Material Type | SMTL TM7 - Epoxy Coated Rebar | Rebar Heat Number(s) | TBD |
---|---|---|---|
Rebar Epoxy Batch Number(s) | Rebar Coating Specification | ASTM A934 | |
Rebar Size (#) | #6 | Rebar Coating Color | Purple |
Rebar Manufacturer | PJs rebar | Rebar Coater | Fletcher Coating |
Rebar Powder Manufacturer | Release Number | ||
Quality Assurance Code |
Test Details
DIME Sample ID: 2023-08-02-27
DIME Test ID: 2023-08-02-27-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2023-08-09
Test Results
Input Type: Calculated
Tester's full name: David Murray
Date of test: 08/08/2023
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Mean: 10.59
Second Bar Mean: 10.8
Total mean value: 10.78
General comments (publicly viewable) (Max 1000 characters): Tested bars from field exposed to sunlight. Bar were stirrups, not straight sections as typical for TM7.
Test was verified on 8/9/2023 ✔