Summary for Test 2019-11-05-4-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213976 DEA: 073W8804 EFIS: 0717000127 |
---|---|
DIST-CO-RTE-PM | 07-LA-1-56.9/62.9 |
Award Date | 04/22/2019 |
Closeout Date | 11/02/2020 |
Work Description | APPLY SLURRY SEAL AND REPLACE AC SURFACING. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM TRANCAS CANYON ROAD/BROAD BEACH ROAD TO THE VENTURA COUNTY LINE |
QA Service Level | 1 (Verified on 11/02/2020) |
Sample Information
Sample Taken Date | 11/05/2019 | Sample Unique Key | 4 |
---|---|---|---|
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 | 11/08/2019 |
Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 6 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Granite Santa Paula | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0680A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Little Rock | 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) | 91-19-0008::LITTLEROCK |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 3862 |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Granite Santa Paula Plant |
Where the material sample would have been placed if not sampled | Unknown | 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: 2019-11-05-4
DIME Test ID: 2019-11-05-4-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-05-07
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/13/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 91 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔