Summary for Test 2021-05-11-27-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/11/2021 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78794A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 768792 | 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) | 91-45-0017 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | JMF 19-01-P03 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-11-27
DIME Test ID: 2021-05-11-27-1
Testing Lab: CT D02 - Redding 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: 2021-07-09
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: T. McCormick and K. Dorado
Date of test: 05/13/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7454.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 58.0 grams | 99.2 % | |||||
| 1566.0 grams | 79 % | |||||
| 2784.0 grams | 62.7 % | |||||
| 3782 grams | 49.3 % | |||||
| 4289.0 grams | 42.5 % | |||||
| 212.6 grams | 24 % | |||||
| 335.6 grams | 13.3 % | |||||
| 394.3 grams | 8.2 % | |||||
| 423.4 grams | 5.6 % | |||||
| 439.7 grams | 4.2 % | |||||
| 450.0 grams | 3.3 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2021 ✔