Summary for Test 2022-08-31-20-3
Test performed: AASHTO T27-14Project 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 | 20 |
|---|---|---|---|
| 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 | 08/31/2022 |
| Sample type | Quality Assurance | A brief description of the sample | RHMA-G |
| The quantity of what the sample constitutes | L1SL14 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | ARET | Telephone number of sampler | 18053191237 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPM-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 | 14 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-31-20
DIME Test ID: 2022-08-31-20-3
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: 2022-09-02
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: 08/31/2022
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: 98.8 %
Cumulative percent passing the 1/2 in. sieve: 83.7 %
Cumulative percent passing the 3/8 in. sieve: 65.5 %
Cumulative percent passing the #4 sieve: 29 %
Cumulative percent passing the #8 sieve: 59.1 %
Cumulative percent passing the #16 sieve: 35.9 %
Cumulative percent passing the #30 sieve: 22 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9.3 %
Cumulative percent passing the #200 sieve: 6.4 %
General comments (publicly viewable) (Max 1000 characters): Report only
Test was verified on 9/2/2022 ✔