Summary for Test 2018-10-04-18-2
Test performed: AASHTO T335-09r13Project 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 | 10/04/2018 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 10/04/2018 |
| 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 Renewal | From where was the sample collected | Source |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77682 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 898240 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 18-03-R1 | Structure unique identifier | Not set |
| Structure name | Not set |
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 | 18-1001.305-23.6_ | 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 | JMF 18-03-R1 | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-10-04-18
DIME Test ID: 2018-10-04-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2018-10-31
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 10/24/2018
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/31/2018 ✔