Summary for Test 2022-08-25-23-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993603 DEA: 051N7004 EFIS: 0521000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-166-16.0/21.0 |
| Award Date | 04/22/2022 |
| Closeout Date | 03/28/2023 |
| Work Description | PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED). |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/25/2022 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 08/25/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | L1SL7 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | QC | Telephone number of sampler | 18053191237 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Templeton | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | 1 |
| Sublot number | 7 | 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: 2022-08-25-23
DIME Test ID: 2022-08-25-23-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-10-06
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 10/06/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 81 % | ||||||
| 61 % | ||||||
| 27 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3 % | ||||||
| 2.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Dispute resolution testing
Test was verified on 10/6/2022 ✔