Summary for Test 2021-05-17-7-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215309 DEA: 09385904 |
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DIST-CO-RTE-PM | 09-KER-14-R12.6/L16.2 |
Award Date | 01/29/2021 |
Closeout Date | 06/30/2021 |
Work Description | COLD PLANE AND PLACE HMA (TYPE A). |
Location Description | KERN COUNTY AT AND NEAR MOJAVE FROM 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING TO 0.1 MILE NORTH OF BUSINESS 58 EAST |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 05/17/2021 | Sample Unique Key | 7 |
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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 | 05/19/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 1.0% LAS |
The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | S | Last name of sampler or witnessed by | Ahumada |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0289A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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 or name of Pit) | 91-15-0068 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | GRF 15 G3 2 | A detailed description of where the material sample was collected | Belt Cut at Griffith Edmonston |
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-17-7
DIME Test ID: 2021-05-17-7-1
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: 2021-06-02
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: Dominic Montemayor, Satish Jain
Date of test: 05/26/2021
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: 81 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Lime Treated Aggregate Gradation
Test was verified on 6/2/2021 ✔