Summary for Test 2020-05-13-34-9
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
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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 | 05/13/2020 | Sample Unique Key | 34 |
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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 | 05/13/2020 |
Sample type | Verification | A brief description of the sample | 1/2 inch HMA -A with RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kenny | Last name of sampler or witnessed by | McHugh |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Materials Hallwood | Transportation Laboratory (TL) Number | c741853 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-58-0006::HALLWOOD PLANT |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Cold Feed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-13-34
DIME Test ID: 2020-05-13-34-9
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-11-11
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/15/2020
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 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.6 %
General comments (publicly viewable) (Max 1000 characters): JMF20-020
Test was verified on 11/11/2020 ✔