Summary for Test 2020-06-18-20-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214695 DEA: 120R8604 EFIS: 1219000048 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-28.3/31.8 |
| Award Date | 04/02/2020 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC PVMT AND PLACE RHMA. |
| Location Description | ORANGE COUNTY IN TUSTIN AND SANTA ANA FROM TUSTIN RANCH ROAD UNDERCROSSING TO GRAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 06/18/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 06/26/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" RWMA-G-SP Aggregate |
| The quantity of what the sample constitutes | PSU 4 bags Combined | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | V | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0380G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J Noble Company | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 Inch RWMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 49R003ARSPWEO | A detailed description of where the material sample was collected | Conveyor Belt |
| 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: 2020-06-18-20
DIME Test ID: 2020-06-18-20-1
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: 2020-07-02
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, Sebastian Ferrer
Date of test: 06/29/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 82 % | ||||||
| 66 % | ||||||
| 29 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/2/2020 ✔