Summary for Test 2023-07-11-86-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 86 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 3/4-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 | Randy |
| Last name of sampler or witnessed by | . | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79294F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 897598 | 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 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-11-86
DIME Test ID: 2023-07-11-86-1
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: 2023-11-13
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: 11/13/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 88 % | ||||||
| 78 % | ||||||
| 52 % | ||||||
| 30 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 6 % | ||||||
| 4.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Gradation mathematically combined per CT 384 at 76.4% virgin aggregate from cold feed and 23.6% reclaimed aggregate from RAP.
P1″=100.%,
P¾″=100.%,
P½″=88%,
P№4=52%,
P№8=30%,
P№30=12%,
P№200=4.3%
Test was verified on 11/13/2023 ✔