Summary for Test 2019-04-01-41-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/01/2019 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 04/01/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" Virgin Aggregate Combined Gradation |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 04-03447 |
|---|---|---|---|
| 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 | 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: 2019-04-01-41
DIME Test ID: 2019-04-01-41-2
Testing Lab: CT HQ - Sacramento 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: 2019-12-02
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/01/2019
Total mass of material in the sample: 9215 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: 415 grams
Cumulative mass retained on the 3/8 in. sieve: 2108 grams
Cumulative mass retained on the 1/4 in. sieve: 4789 grams
Cumulative mass retained on the #4 sieve: 6021 grams
Cumulative mass retained on the #8 sieve: 233 grams
Cumulative mass retained on the #16 sieve: 319 grams
Cumulative mass retained on the #30 sieve: 370 grams
Cumulative mass retained on the #50 sieve: 406 grams
Cumulative mass retained on the #100 sieve: 429 grams
Cumulative mass retained on the #200 sieve: 448 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: 95.5 %
Cumulative percent passing the 3/8 in. sieve: 77.1 %
Cumulative percent passing the 1/4 in. sieve: 48 %
Cumulative percent passing the #4 sieve: 34.7 %
Cumulative percent passing the #8 sieve: 18.6 %
Cumulative percent passing the #16 sieve: 12.6 %
Cumulative percent passing the #30 sieve: 9.1 %
Cumulative percent passing the #50 sieve: 6.6 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.73 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2019 ✔