Summary for Test 2018-05-15-47-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 05/15/2018 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 04/25/2018 |
| Sample type | Verification | A brief description of the sample | Combined Untreated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77341F | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 001555 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 18-03-S3 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Laboratory Batched |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 18-1001 305-23 6 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2018-05-15-47
DIME Test ID: 2018-05-15-47-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2019-07-02
Test Results
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 05/22/2018
Grading designation: B
Percent loss after 100 revolutions: 2 %
Percent loss after 500 revolutions: 11 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2019 ✔