Summary for Test 2019-01-24-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/24/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | Not set |
| Sample type | Quality Control | A brief description of the sample | 3/4 Inch HMA-A |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Akira | Last name of sampler or witnessed by | Hasegawa |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Deer Creek Porterville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-54-0021::DEER CREEK ASPHALT |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-01-24-12
DIME Test ID: 2019-01-24-12-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-04-16
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: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 01/24/2019
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: 82 %
Cumulative percent passing the 1/2 in. sieve: 41 %
Cumulative percent passing the 3/8 in. sieve: 15 %
Cumulative percent passing the 1/4 in. sieve: 15 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 1 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 1 %
Cumulative percent passing the #100 sieve: 1 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters): Aggregate Gradation Sample 1 T-27 3/4 Crushed
Test was verified on 4/9/2019 ✔