Summary for Test 2020-05-10-1-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 05/10/2020 | Sample Unique Key | 1 |
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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 | 05/11/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R24 Aggregate and RAP |
The quantity of what the sample constitutes | PSUE 5 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | California Commercial Asphalt Coachella | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0224A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - Coachella | Transportation Laboratory (TL) Number | C003114 |
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) | 91-33-0084::INDIO MINE |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 43417615 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Coachella 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: 2020-05-10-1
DIME Test ID: 2020-05-10-1-1
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: 2020-05-19
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: Calculated
Tester's full name: David Valenzuela, Satish Jain
Date of test: 05/13/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 80 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 35 %
Cumulative percent passing the #8 sieve: 28 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/19/2020 ✔