Summary for Test 2020-04-15-16-3
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
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DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
Award Date | 10/11/2019 |
Closeout Date | 09/23/2020 |
Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
Sample Taken Date | 04/15/2020 | Sample Unique Key | 16 |
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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 | 04/15/2020 |
Sample type | Verification | A brief description of the sample | Combined 3/4-inch Type A Untreated Virgin Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78386F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 853431 |
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) | 91-11-0007::ORLAND PLANT |
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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 | 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 20-02-S1 | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-15-16
DIME Test ID: 2020-04-15-16-3
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: 2020-06-08
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: Terry McCormick
Date of test: 06/03/2020
Mass of fractured, coarse, 2 faced particles tested: 1001.2 g
Mass of questionable, coarse, 2 faced particles tested: 5.5 g
Mass of unfractured, coarse, 2 faced particles tested: 108.7 g
Mass of fractured, coarse, 1 faced particles tested: 1088.6 g
Mass of questionable, coarse, 1 faced particles tested: 5.5 g
Mass of unfractured, coarse, 1 faced particles tested: 21.3 g
Mass of fractured, fine, 1 faced particles tested: 26.8 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: 90 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2020 ✔