Summary for Test 2021-07-23-5-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
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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 | 07/23/2021 | Sample Unique Key | 5 |
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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 | 07/27/2021 |
Sample type | Verification | A brief description of the sample | JMF 4/2" RHMA-G-WMA, 0.6% Evotherm |
The quantity of what the sample constitutes | 4 Bags of Combined Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Blue Diamond Irwindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0431G-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond Material-Irwindale | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0052 UNITED ROCK CORPORATION OLIVE PIT MINE |
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The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-WMA | The fabricator/manufacturer designation for the sample | |
The plant number | 300191 WMA | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Irwindale 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
DIME Sample ID: 2021-07-23-5
DIME Test ID: 2021-07-23-5-1
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: 2021-08-04
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, Friday Ofoegbu
Date of test: 07/29/2021
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 23 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.6 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 8/4/2021 ✔