Summary for Test 2019-02-22-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/22/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 02/22/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" combined virgin aggregate |
| The quantity of what the sample constitutes | JMF OGFC Verfication | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Weaver |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | 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) | 91-10-0006::AVENAL AGGREGATES |
|---|---|---|---|
| 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 | Source | |
| 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 | JMF Verification ID | JMF3513-2019-87 |
Test Details
DIME Sample ID: 2019-02-22-12
DIME Test ID: 2019-02-22-12-1
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-12-08
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 02/22/2019
Total mass of material in the sample: 12998 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: 694 grams
Cumulative mass retained on the 3/8 in. sieve: 2938 grams
Mass retained on the 1/4 in. sieve: 7222 grams
Cumulative mass retained on the #4 sieve: 9495 grams
Total sample mass passing the #4 sieve: 522 grams
Total mass of fine material in the sample: 522 grams
Cumulative mass retained on the #8 sieve: 363 grams
Cumulative mass retained on the #16 sieve: 392.4 grams
Cumulative mass retained on the #30 sieve: 436.3 grams
Cumulative mass retained on the #50 sieve: 462.3 grams
Cumulative mass retained on the #100 sieve: 488.6 grams
Cumulative mass retained on the #200 sieve: 495.5 grams
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:94.7 %
Cumulative percent passing the 3/8 in. sieve:77.4 %
Cumulative percent passing the 1/4 in. sieve:44.4 %
Cumulative percent passing the #4 sieve:27 %
Cumulative percent passing the #8 sieve:8.2 %
Cumulative percent passing the #16 sieve:6.7 %
Cumulative percent passing the #30 sieve:4.4 %
Cumulative percent passing the #50 sieve:3.1 %
Cumulative percent passing the #100 sieve:1.7 %
Cumulative percent passing the #200 sieve:1.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2019 ✔