Summary for Test 2021-07-21-59-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 |
|---|---|
| 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 | 07/21/2021 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/22/2021 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 RHMA-G 1/2" |
| The quantity of what the sample constitutes | 1Bag | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | o |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | test 1 214 tons out | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CCA-Lake Elsinore | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2021-07-21-59
DIME Test ID: 2021-07-21-59-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: samil el chammas
Date of test: 07/22/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 80 % | ||||||
| 38 % | ||||||
| 28 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 8 % | ||||||
| 4.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2021 ✔