Summary for Test 2022-07-05-27-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
| Award Date | 09/27/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
| QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
| Sample Taken Date | 07/05/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 07/06/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" coldfeed |
| The quantity of what the sample constitutes | L1SL12 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Seely |
| Title of sampler | ARET | Telephone number of sampler | 18054414858 |
| Laboratory sample identification | 220705A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Calportland-Garey | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 12 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-05-27
DIME Test ID: 2022-07-05-27-1
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: 2022-07-19
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: 07/08/2022
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 84.4 %
Cumulative percent passing the 3/8 in. sieve: 67.4 %
Cumulative percent passing the #4 sieve: 42.8 %
Cumulative percent passing the #8 sieve: 71.2 %
Cumulative percent passing the #16 sieve: 53.3 %
Cumulative percent passing the #30 sieve: 39.5 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 13.7 %
Cumulative percent passing the #200 sieve: 7.9 %
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 7/19/2022 ✔