Summary for Test 2020-03-05-11-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R36.8/R39.2 |
| Award Date | 11/09/2018 |
| Closeout Date | 09/15/2021 |
| Work Description | PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/05/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 03/19/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R12 Aggregate and RAP |
| The quantity of what the sample constitutes | JMF 9 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matich Lytle Creek | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0165A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Matich-Lytle Creek | 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) | 91-36-0040::LYTLE CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | LHP 62D | A detailed description of where the material sample was collected | Belt Cut at Matich Lytle Creek 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
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DIME Sample ID: 2020-03-05-11
DIME Test ID: 2020-03-05-11-1
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: Husni Ankir, Michael Magana
Date of test: 03/20/2020
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the 1/4 in. sieve: 47 %
Cumulative percent passing the #4 sieve: 39 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.2 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/7/2020 ✔