Summary for Test 2019-06-11-18-2
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 | 06/11/2019 | 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 | 06/12/2019 |
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 Renewal | From where was the sample collected | Source |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77930F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | 991053 |
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) | 91-45-0017::FAWNDALE ROCK QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 18-1001.305-23.6_ |
The plant number | Unknown | 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 | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | JMF 18-03-R1 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-11-18
DIME Test ID: 2019-06-11-18-2
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: 2019-07-29
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: Arthur Mills
Date of test: 07/26/2019
Mass of fractured, coarse, 2 faced particles tested: 1108.3 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 2.6 g
Mass of fractured, coarse, 1 faced particles tested: 1108.3 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 2.6 g
Mass of fractured, fine, 1 faced particles tested: 27.7 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.2 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: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2019 ✔