Summary for Test 2022-03-10-26-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
| Award Date | 05/06/2021 |
| Closeout Date | 07/14/2022 |
| Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 03/10/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 400 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | 2137924794 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Blue Diamond Material-Irwindale | Transportation Laboratory (TL) Number | 0310A2 |
| 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) | 91-19-0052 UNITED ROCK CORPORATION OLIVE PIT MINE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G WMA | The fabricator/manufacturer designation for the sample | Mix 300191 |
| The plant number | Irwindale | A detailed description of where the material sample was collected | belt cut |
| Where the material sample would have been placed if not sampled | Roadway | 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: 2022-03-10-26
DIME Test ID: 2022-03-10-26-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-04-07
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: A.Truong
Date of test: 03/11/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3387.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 136.1 grams | 96 % | |||||
| 420.3 grams | 87.6 % | |||||
| 2077.3 grams | 38.7 % | |||||
| 164.2 grams | 22.5 % | |||||
| 211.5 grams | 17.8 % | |||||
| 262.5 grams | 12.8 % | |||||
| 321.6 grams | 6.9 % | |||||
| 359.5 grams | 3.2 % | |||||
| 373.5 grams | 1.78 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔