Summary for Test 2021-08-02-20-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 210227 DEA: 07286204 EFIS: 0713000217 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-56.20/55.20 |
| Award Date | 03/14/2019 |
| Closeout Date | 01/13/2023 |
| Work Description | WIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS. |
| Location Description | IN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST |
| QA Service Level | 1 (Verified on 06/27/2019) |
Sample Information
| Sample Taken Date | 08/02/2021 | 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 | 08/17/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Coldfeed Aggregate | 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 | 0474G-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Big Rock | 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 1556 | A detailed description of where the material sample was collected | Belt Cut at Granite Big Rock Plant |
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-02-20
DIME Test ID: 2021-08-02-20-1
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: 2021-08-24
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
Date of test: 08/18/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 81 % | ||||||
| 69 % | ||||||
| 35 % | ||||||
| 22 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 4 % | ||||||
| 2.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 8/24/2021 ✔