Summary for Test 2020-06-23-11-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214326 DEA: 07310404 EFIS: 0715000001 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-0.0/36.9 |
| Award Date | 10/17/2019 |
| Closeout Date | 03/29/2024 |
| Work Description | PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project) |
| Location Description | LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION |
| QA Service Level | 1 (Verified on 10/29/2019) |
Sample Information
| Sample Taken Date | 06/23/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 06/25/2020 |
| Sample type | Verification | A brief description of the sample | 3/4"-A-SP-R25 Aggregate and RAP |
| The quantity of what the sample constitutes | 50K Milestone 4 bags Coldfeed Agg. 2 bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0369A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company Littlerock | 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) | 91-19-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 2265 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock |
| Where the material sample would have been placed if not sampled | Asphalt Paving | 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: 2020-06-23-11
DIME Test ID: 2020-06-23-11-1
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: 2020-06-30
Test Results
What type of gradation is being tested?: Combined 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: Satish Jain, David Valenzuela
Date of test: 06/26/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 83 % | ||||||
| 72 % | ||||||
| 46 % | ||||||
| 24 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 2.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 6/30/2020 ✔