Summary for Test 2023-10-06-38-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/06/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 3/8-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 | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79367F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 824487 | 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) | 91-45-0017::Fawndale Rock Quarry (Redding, 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-06-38
DIME Test ID: 2023-10-06-38-1
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: 2023-10-17
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: 10/16/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 61 % | ||||||
| 37 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 4.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 75.0% Virgin Aggregate from Cold Feed and 25.0% Reclaimed Aggregate from RAP;
P½″=100.%,
P⅜″=95%,
P№4=61%,
P№8=37%,
P№30=15%,
P№200=4.9%
Test was verified on 10/17/2023 ✔