Summary for Test 2022-11-15-26-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 11/15/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 11/15/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 210 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Gurjeet | Last name of sampler or witnessed by | Litt |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Ashlan | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Merced Ramp |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 11 |
| Sublot number | 2 | HMA Mix Number | 221534 |
Test Details
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DIME Sample ID: 2022-11-15-26
DIME Test ID: 2022-11-15-26-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-11-17
Test Results
What type of gradation is being tested?: Combined 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: Allen Oliver
Date of test: 11/16/2022
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2022 ✔