Summary for Test 2020-12-15-14-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 |
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DIST-CO-RTE-PM | 08-RIV-15-15-54.2/54.3 |
Award Date | 01/02/2020 |
Closeout Date | 05/26/2022 |
Work Description | Slab & lane replacement with JPCP & precast conc pavement, place HMA. |
Location Description | Riverside and San Diego County |
QA Service Level | 1 (Verified on 03/20/2020) |
Sample Information
Sample Taken Date | 12/15/2020 | Sample Unique Key | 14 |
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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 | 12/16/2020 |
Sample type | Department Acceptance | A brief description of the sample | 3/8" HMA-A-SP R15 0.5% LAS |
The quantity of what the sample constitutes | 2 Bags coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0699A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | 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) | 91-33-0098, 91-33-0011 |
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The fabricator's/manufacturer's product name for the sample | 3/8 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 53891193 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore Plant at 222 Tons |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/8 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-12-15-14
DIME Test ID: 2020-12-15-14-1
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: 2020-12-30
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/Dominic Montemayor
Date of test: 12/17/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.8 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 12/30/2020 ✔