Summary for Test 2022-06-03-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215212 DEA: 081F1434 EFIS: 0815000233 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-38.2/51.5 |
| Award Date | 12/04/2020 |
| Closeout Date | 03/01/2023 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT. |
| Location Description | RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION |
| QA Service Level | 1 (Verified on 03/30/2021) |
Sample Information
| Sample Taken Date | 06/03/2022 | 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 | 06/06/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G-SP 1.0% LAS |
| The quantity of what the sample constitutes | 2 Boxes HMA 82.14 tons out at 11:13 pm | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | roush |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 6711 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA Corona | 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-03-39
DIME Test ID: 2022-06-03-39-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-07-08
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: a Totedo
Date of test: 06/14/2022
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 8 %
Cumulative percent passing the #30 sieve: 6 %
Cumulative percent passing the #50 sieve: 4 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2022 ✔