Test 2018-02-21-1-1 (AASHTO T27-14) Summary
Project 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 | ||
| 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. | ||
Sample Information
| Sample Taken Date | 2/21/2018 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 2/21/2018 |
| Sample type | Acceptance | A brief description of the sample | 3/4-inch Type A |
| The quantity of what the sample constitutes | 12 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ward | Last name of sampler or witnessed by | J |
| Title of sampler | Unknown | Laboratory sample identification | D73654 |
| The fabricator/manufacturer/facility name | Sierra Nevada Construction | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | Plant |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | gyu | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | HMA |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | HMA Design ID |
Test Details
DIME Sample ID: 2018-02-21-1
DIME Test ID: 2018-02-21-1-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-02-28
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: Ward Jenkins
Date of test: 02/21/2018
Total mass of material in the sample: 10000 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: 100 grams
Cumulative mass retained on the 1/2 in. sieve: 1000 grams
Cumulative mass retained on the 3/8 in. sieve: 2000 grams
Mass retained on the 1/4 in. sieve: 3000 grams
Cumulative mass retained on the #4 sieve: 4000 grams
Total sample mass passing the #4 sieve: 6000 grams
Total mass of fine material in the sample: 500 grams
Cumulative mass retained on the #8 sieve: 50 grams
Cumulative mass retained on the #16 sieve: 100 grams
Cumulative mass retained on the #30 sieve: 200 grams
Cumulative mass retained on the #50 sieve: 300 grams
Cumulative mass retained on the #100 sieve: 400 grams
Cumulative mass retained on the #200 sieve: 450 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:99 %
Cumulative percent passing the 1/2 in. sieve:90 %
Cumulative percent passing the 3/8 in. sieve:80 %
Cumulative percent passing the 1/4 in. sieve:70 %
Cumulative percent passing the #4 sieve:60 %
Cumulative percent passing the #8 sieve:54 %
Cumulative percent passing the #16 sieve:48 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 02/21/2018 ✔