Summary for Test 2022-07-25-32-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993522 DEA: 051N6504 EFIS: 0521000074 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-166-70.6/74.6 |
| Award Date | 03/03/2022 |
| Closeout Date | 10/20/2022 |
| Work Description | OVERLAY EXISTING ROADBED WITH RUBBERIZED HMA-GAP GRADED. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR CUYAMA FROM 0.6 MILE EAST OF THE SANTA BARBARA COUNTY LIME TO ROUTE 33 |
| QA Service Level | 1 (Verified on 02/16/2022) |
Sample Information
| Sample Taken Date | 07/25/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 07/26/2022 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L1SL2 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Clintwood | Last name of sampler or witnessed by | Robancho |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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 | 1/2 inch | Lot number | 1 |
| Sublot number | 2 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-25-32
DIME Test ID: 2022-07-25-32-2
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-07-29
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 07/26/2022
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: 98.7 %
Cumulative percent passing the 3/8 in. sieve: 84.6 %
Cumulative percent passing the #4 sieve: 38.2 %
Cumulative percent passing the #8 sieve: 42.6 %
Cumulative percent passing the #16 sieve: 28.7 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15.5 %
Cumulative percent passing the #100 sieve: 10.8 %
Cumulative percent passing the #200 sieve: 7.4 %
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 7/29/2022 ✔