Summary for Test 2020-03-06-19-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
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DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
Award Date | 04/17/2017 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
Location Description | Riverside County and SBD-15-0.0/1.3 |
QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
Sample Taken Date | 03/06/2020 | Sample Unique Key | 19 |
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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 | 04/07/2020 |
Sample type | Verification | A brief description of the sample | 3/4 RWMA-G-SP Aggregate |
The quantity of what the sample constitutes | JMF 3 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0188G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble-Corona | 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) | 91-33-0014 |
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The fabricator's/manufacturer's product name for the sample | 3/4 RWMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 49R003ARSPWEC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-06-19
DIME Test ID: 2020-03-06-19-1
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: 2020-05-07
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 04/10/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 59 %
Cumulative percent passing the 1/4 in. sieve: 39 %
Cumulative percent passing the #4 sieve: 29 %
Cumulative percent passing the #8 sieve: 15 %
Cumulative percent passing the #16 sieve: 9 %
Cumulative percent passing the #30 sieve: 6 %
Cumulative percent passing the #50 sieve: 4 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation. Out of specified range on the 9.5mm and No 8 sieves.
Test was verified on 5/7/2020 ✔