Summary for Test 2019-10-29-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R39.2/R48.3 |
| Award Date | 07/31/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION. |
| Location Description | HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD |
| QA Service Level | 1 (Verified on 06/24/2019) |
Sample Information
| Sample Taken Date | 10/29/2019 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 10/29/2019 |
| Sample type | Quality Control | A brief description of the sample | W Dust |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Horn |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer Fraser B | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-12-0002::SANDY PRAIRIE |
|---|---|---|---|
| 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 | stockpile |
| 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: 2019-10-29-28
DIME Test ID: 2019-10-29-28-1
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-10-29
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: Matthew Horn
Date of test: 10/29/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 92 %
Cumulative percent passing the #8 sieve: 63 %
Cumulative percent passing the #16 sieve: 44 %
Cumulative percent passing the #30 sieve: 32 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2019 ✔