Summary for Test 2020-10-29-29-3
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 |
---|---|
DIST-CO-RTE-PM | 02-SIS,TRI-36,96,299-VAR |
Award Date | 01/14/2020 |
Closeout Date | 08/24/2022 |
Work Description | BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT. |
Location Description | SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 10/29/2020 | Sample Unique Key | 29 |
---|---|---|---|
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 | 10/29/2020 |
Sample type | Verification | A brief description of the sample | 1/2-inch Type A Untreated Virgin Aggreagte |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | NRML | Last name of sampler or witnessed by | Redding |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78689F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant | Transportation Laboratory (TL) Number | 853340 |
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) | 91-12-0007 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | JMF 20-11-S3 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-10-29-29
DIME Test ID: 2020-10-29-29-3
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: 2021-04-02
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 12/15/2020
Mass of fractured, coarse, 2 faced particles tested: 786.5 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 2 g
Mass of fractured, coarse, 1 faced particles tested: 788.5 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 34.8 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/2/2021 ✔