Summary for Test 2021-11-13-15-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-5.2/5.7 |
| Award Date | 05/14/2021 |
| Closeout Date | 05/02/2022 |
| Work Description | INSTALL LEFT TURN LANE. |
| Location Description | TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 11/13/2021 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/15/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Combined Lime Treated 1/2-inch Type A Aggregate | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D78981F | |
| Linked DIME Sample ID | 2021-11-13-12, 2021-11-13-13, 2021-11-13-14 | The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA |
| Transportation Laboratory (TL) Number | 695666 | 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) | 91-12-0007 |
|---|---|---|---|
| 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 | Mathematically Combined | |
| Where the material sample would have been placed if not sampled | 02 TRI 299 | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-13-15
DIME Test ID: 2021-11-13-15-1
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: 2021-11-29
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: Darrell Valasek
Date of test: 11/24/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 74 % | ||||||
| 57 % | ||||||
| 53 % | ||||||
| 32 % | ||||||
| 20 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/29/2021 ✔