Summary for Test 2021-08-25-34-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 08/25/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 Inch combined lime treated Coldfeed and RAP | The quantity of what the sample constitutes | PSE 3 bags, 100k Ton Milestone |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J.D. |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Material Tester |
| Telephone number of sampler | Laboratory sample identification | D78929 | |
| Linked DIME Sample ID | 2021-08-25-16, 2021-08-25-14 | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA |
| Transportation Laboratory (TL) Number | 858990 | 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 | Plant Sampler | |
| Where the material sample would have been placed if not sampled | 02 SHA 5 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-34
DIME Test ID: 2021-08-25-34-1
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: 2021-09-09
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 08/27/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 81 % | ||||||
| 66 % | ||||||
| 53 % | ||||||
| 46 % | ||||||
| 29 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔