Summary for Test 2018-05-15-37-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-42.1/46.0 |
| Award Date | 12/18/2017 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK. |
| Location Description | TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD |
| QA Service Level | 1 (Verified on 05/24/2018) |
Sample Information
| Sample Taken Date | 05/15/2018 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/15/2018 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type G Aggregate | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cheryl |
| Last name of sampler or witnessed by | Abraham | Title of sampler | TET |
| Telephone number of sampler | Unknown | Laboratory sample identification | D77386 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA |
| Transportation Laboratory (TL) Number | 894975 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 18-09-S1 |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Samplimg Device at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | L180371 | 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: 2018-05-15-37
DIME Test ID: 2018-05-15-37-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-08-14
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: NRML-R
Date of test: 06/06/2018
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 89.7 % | ||||||
| 69.2 % | ||||||
| 45.1 % | ||||||
| 34.5 % | ||||||
| 20.3 % | ||||||
| 13.4 % | ||||||
| 9.3 % | ||||||
| 6.6 % | ||||||
| 4.8 % | ||||||
| 3.61 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2018 ✔