Summary for Test 2022-07-18-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993524 DEA: 051N6704 EFIS: 0521000076 |
|---|---|
| DIST-CO-RTE-PM | 05-SB,SLO-33-0.0/8.2,0.0/2.9 |
| Award Date | 03/23/2022 |
| Closeout Date | 01/12/2023 |
| Work Description | COLD PLANE EXISTING ROADWAY AND PLACE RHMA-G OVERLAY. |
| Location Description | SANTA BARBARA AND SAN LUIS OBISPO COUNTIES AT AND NEAR VENTUCOPA FROM VENTURA COUNTY LINE TO 0.1 MILE EAST OF ROUTE 166/33 |
| QA Service Level | 1 (Verified on 02/16/2022) |
Sample Information
| Sample Taken Date | 07/18/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 07/18/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L1SL16 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Clintwood | Last name of sampler or witnessed by | Robancho |
| Title of sampler | ARET | Telephone number of sampler | |
| Laboratory sample identification | 334 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari | 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 | 16 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-18-39
DIME Test ID: 2022-07-18-39-1
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: 2022-07-27
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: 07/18/2022
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: 95.2 %
Cumulative percent passing the 3/8 in. sieve: 77.1 %
Cumulative percent passing the #4 sieve: 24 %
Cumulative percent passing the #8 sieve: 61 %
Cumulative percent passing the #16 sieve: 45.8 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 20.7 %
Cumulative percent passing the #200 sieve: 14.7 %
General comments (publicly viewable) (Max 1000 characters): Does not comply, 3/8" below min 78 (77).
Test was verified on 7/27/2022 ✔