Summary for Test 2019-06-20-16-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214004 DEA: 074W2704 EFIS: 0718000102 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-8.9/11.5 |
| Award Date | 04/22/2019 |
| Closeout Date | 06/09/2025 |
| Work Description | PLACE RHMA-G (BONDED WEARING COURSE). |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS AND CAMARILLO FROM 1.1 MILE WEST OF WENDY DRIVE OVERCROSSING TO ARROYO CONEJO BRIDGE |
| QA Service Level | 1 (Verified on 07/15/2019) |
Sample Information
| Sample Taken Date | 06/20/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/25/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 RHMA-G-BWC |
| The quantity of what the sample constitutes | JMF 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkin |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0371G-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Littlerock | Transportation Laboratory (TL) Number | |
| 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) | 91-19-0008::LITTLEROCK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-BWC | The fabricator/manufacturer designation for the sample | 1346 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-06-20-16
DIME Test ID: 2019-06-20-16-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-22
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: Larry Diaz
Date of test: 06/26/2019
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 79 % | ||||||
| 79 % | ||||||
| 25 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 6 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
| 1.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔