Summary for Test 2023-07-13-82-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/13/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 07/14/2023 |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79298F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858124 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::Shasta Ranch Aggregates (Anderson, 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 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: 2023-07-13-82
DIME Test ID: 2023-07-13-82-1
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: 2023-11-28
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: 11/28/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 79 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6.8 %
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″=94%,
P⅜″=79%,
P№4=53%,
P№8=36%,
P№30=17%,
P№200=6.8%
Test was verified on 11/28/2023 ✔