Summary for Test 2021-08-13-17-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-18-0.0/4.5 |
| Award Date | 05/26/2021 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138 |
| QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
| Sample Taken Date | 08/13/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 08/19/2021 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" RHMA-G-SP, 0.5% LAS |
| The quantity of what the sample constitutes | 5 Bags of Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Granite Llano | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0483G-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Llano | 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 | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 1346 | A detailed description of where the material sample was collected | Belt Cut at Granite Llano Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-13-17
DIME Test ID: 2021-08-13-17-1
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: 2021-09-03
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: 08/25/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100100 % | ||||||
| 99 % | ||||||
| 85 % | ||||||
| 32 % | ||||||
| 22 % | ||||||
| 16 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.1 % | ||||||
| 0 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 9/3/2021 ✔