Summary for Test 2020-06-29-9-9
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214775 DEA: 081F13U4 EFIS: 0819000074 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-62,95-122.0/142.7,9.7/33.6 |
| Award Date | 05/04/2020 |
| Closeout Date | 06/30/2021 |
| Work Description | COLD-IN PLACE RECYCLING AND PLACE RHMA-G. |
| Location Description | SAN BERNARDINO COUNTY ON ROUTE 62 FROM 3.8 MILES WEST OF ROUTE 95 TO ARIZONA STATE LINE AND ON ROUTE 95 FROM ROUTE 62 TO 2.0 MILES SOUTH OF TURTLE MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 08/14/2020) |
Sample Information
| Sample Taken Date | 06/29/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/29/2020 |
| Sample type | Verification | A brief description of the sample | 1/2" RMHA-G 0.5% LAS |
| The quantity of what the sample constitutes | JMF 9 Bags of Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mathew | Last name of sampler or witnessed by | McLuckie |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0393G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company Indio | 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) | 91-33-0072 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 1346 | A detailed description of where the material sample was collected | Belt Cut at Granite Indio Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 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: 2020-06-29-9
DIME Test ID: 2020-06-29-9-9
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: 2020-07-09
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: Larry Diaz, Danilo Ferrer
Date of test: 07/03/2020
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: 89 %
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 14 %
Cumulative percent passing the #16 sieve: 10 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.1 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/9/2020 ✔