Summary for Test 2020-05-15-8-1
Test performed: ASTM C136-06Project Information
| Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
| Award Date | 10/31/2019 |
| Closeout Date | 08/03/2023 |
| Work Description | Construct bridge, realign curve & widen shoulders. |
| Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
| QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
| Sample Taken Date | 05/15/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 05/16/2020 |
| Sample type | Quality Control | A brief description of the sample | 3/8" Pea Gravel |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Guilmette |
| Title of sampler | Quality Control Tech | Telephone number of sampler | 5599174314 |
| Laboratory sample identification | 20-141 051520 3-8 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | A and A Concrete Supply | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-58-0006::HALLWOOD PLANT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Unknown |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-15-8
DIME Test ID: 2020-05-15-8-1
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-20
Test Results
What type of gradation is being tested?: Combined Gradation
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 05/18/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 99.7 %
Cumulative percent passing the 3/8 in. sieve: 84.9 %
Cumulative percent passing the #4 sieve: 8.4 %
Cumulative percent passing the #8 sieve: 0.4 %
Cumulative percent passing the #16 sieve: 0.2 %
Cumulative percent passing the #30 sieve: 0.2 %
Cumulative percent passing the #50 sieve: 0.2 %
Cumulative percent passing the #100 sieve: 0.2 %
Cumulative percent passing the #200 sieve: 0.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2020 ✔