Summary for Test 2023-08-28-98-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995104 DEA: 023J7504 EFIS: 0222000080 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-32/38 |
| Award Date | 03/06/2023 |
| Closeout Date | 11/27/2024 |
| Work Description | Grasshopper CIR |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Mathematically Combined Lime Treated 1/2-inch Type A Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Andrea | Last name of sampler or witnessed by | Sloaterman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79335F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858045 |
| 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) | 91-18-0008::Ward Lake Pit (Litchfield, CA) |
|---|---|---|---|
| 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 Gradation per CT 384 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-28-98
DIME Test ID: 2023-08-28-98-1
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: 2024-03-19
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 03/19/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 83 % | ||||||
| 53 % | ||||||
| 35 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 6.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Mathematically combined per CT 384 at 75.0% virgin aggregate from cold feed and 25.0% reclaimed aggregate from RAP:
P¾″=100.%,
P½″=95%,
P⅜″=83%,
P№4=53%,
P№8=35%,
P№30=17%,
P№200=6.3%
Test was verified on 3/19/2024 ✔