Summary for Test 2019-07-19-24-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213962 DEA: 010J3304 EFIS: 0119000010 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-24.7 |
| Award Date | 04/16/2019 |
| Closeout Date | 11/13/2019 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY. |
| Location Description | MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE |
| QA Service Level | 1 (Verified on 06/18/2019) |
Sample Information
| Sample Taken Date | 07/19/2019 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 07/19/2019 |
| 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 | Troy | Last name of sampler or witnessed by | Lee |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 19-167 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978570 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 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 | 3082 | The fabricator/manufacturer designation for the sample | 3082-0.75in WMAPG 76-22PMR15 |
| 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 | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-19-24
DIME Test ID: 2019-07-19-24-1
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: 2019-10-01
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: 07/24/2019
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98.4 % | ||||||
| 84.4 % | ||||||
| 69.3 % | ||||||
| 0 % | ||||||
| 46.5 % | ||||||
| 39.4 % | ||||||
| 18.3 % | ||||||
| 12.2 % | ||||||
| 7.8 % | ||||||
| 5 % | ||||||
| 3.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2019 ✔