Summary for Test 2020-08-18-28-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 08/18/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/18/2020 |
| Sample type | Verification | A brief description of the sample | 1/2HMA A 15rap PG64-16 Valero |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | CT Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bodean Mark West Quarry | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-49-0032 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-18-28
DIME Test ID: 2020-08-18-28-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-09-02
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/26/2020
Total mass of material in the sample: 5000 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 101.2 grams
Cumulative mass retained on the 3/8 in. sieve: 686.6 grams
Cumulative mass retained on the #4 sieve: 2415.1 grams
Cumulative mass retained on the #8 sieve: 161.5 grams
Cumulative mass retained on the #16 sieve: 280.9 grams
Cumulative mass retained on the #30 sieve: 351.1 grams
Cumulative mass retained on the #50 sieve: 394.7 grams
Cumulative mass retained on the #100 sieve: 431.9 grams
Cumulative mass retained on the #200 sieve: 452.4 grams
Cumulative mass retained on the pan: no data
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 86.3 %
Cumulative percent passing the #4 sieve: 51.7 %
Cumulative percent passing the #8 sieve: 35.4 %
Cumulative percent passing the #16 sieve: 23.4 %
Cumulative percent passing the #30 sieve: 16.4 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8.2 %
Cumulative percent passing the #200 sieve: 6.18 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2020 ✔