Summary for Test 2023-09-23-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993773 DEA: 021H5004 EFIS: 0216000045 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3,299-VAR |
| Award Date | 11/14/2022 |
| Closeout Date | 06/19/2025 |
| Work Description | STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION. |
| Location Description | TRINITY COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/25/2022) |
Sample Information
| Sample Taken Date | 09/23/2023 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 09/25/2023 |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79357F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857918 |
| 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) | 91-45-0057::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: 2023-09-23-14
DIME Test ID: 2023-09-23-14-1
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: 2023-10-03
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?: No
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 09/28/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 82 % | ||||||
| 55 % | ||||||
| 35 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
| 7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 75.0% Cold Feed and 25.0% Reclaimed Aggregate;
P¾″=100%,
P½″=94%,
P⅜″=82%,
P№4=55%,
P№8=35%,
P№30=17%,
P№200=7.0%
Test was verified on 10/3/2023 ✔