Summary for Test 2020-05-29-28-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
---|---|
DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
Award Date | 04/22/2020 |
Closeout Date | 08/23/2021 |
Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
Sample Taken Date | 05/29/2020 | 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 | 06/10/2020 |
Sample type | Verification | A brief description of the sample | Bags of Aggregate |
The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Papich Paso Robles | 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 or name of Pit) | 91-10-0006 |
---|---|---|---|
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 | At the 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
DIME Sample ID: 2020-05-29-28
DIME Test ID: 2020-05-29-28-2
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-06-16
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 06/12/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2020 ✔