Summary for Test 2018-05-27-1-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213058 DEA: 010G6804 EFIS: 0117000045 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8 |
| Award Date | 03/22/2018 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANE, PLACE HMA AND MICROSURFACING |
| Location Description | MENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION |
| QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
| Sample Taken Date | 05/27/2018 | 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 | 05/30/2018 |
| Sample type | Verification | A brief description of the sample | 3/4 Cold feed |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jack | Last name of sampler or witnessed by | Martin |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | 61953 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978561 |
| 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, name of Pit or Job Site) | 91-23-0015::HARRIS QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1417 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| 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 | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-27-1
DIME Test ID: 2018-05-27-1-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-07-24
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 07/24/2018
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: 89 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the 1/4 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2018 ✔