Summary for Test 2022-08-31-61-3
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 | 08/31/2022 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/14/2022 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | L1 SL16 | 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 | 3/4 inch | Lot number | 1 |
| Sublot number | 16 | HMA Mix Number |
Test Details
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DIME Sample ID: 2022-08-31-61
DIME Test ID: 2022-08-31-61-3
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: 2022-10-28
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: 10/26/2022
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: 80 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 28 %
Cumulative percent passing the #8 sieve: 17 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 8 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.8 %
General comments (publicly viewable) (Max 1000 characters): Dispute resolution testing
Test was verified on 10/28/2022 ✔