Summary for Test 2020-01-16-3-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-28.1/37.4 |
| Award Date | 03/12/2019 |
| Closeout Date | 04/28/2022 |
| Work Description | CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES. |
| Location Description | RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE. |
| QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
| Sample Taken Date | 01/16/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/17/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R24 | The quantity of what the sample constitutes | JMF 6 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0111A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | |
| 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) | 91-33-0098::NICHOLS CANYON MINE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | 53417315 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2020-01-16-3
DIME Test ID: 2020-01-16-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-17
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: Michael Magana, Satish Jain
Date of test: 01/23/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 73 % | ||||||
| 65 % | ||||||
| 50 % | ||||||
| 42 % | ||||||
| 29 % | ||||||
| 20 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 3/17/2020 ✔