Summary for Test 2017-06-02-6-2
Test performed: AASHTO T104-11Project Information
Project Identifiers | Project ID: 211871 DEA: 022H3304 |
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DIST-CO-RTE-PM | 02-LAS,MOD-395-119.0/128.7,39.9/61.6 |
Award Date | 02/03/2017 |
Closeout Date | 10/25/2017 |
Work Description | ASPHALT-RUBBER CHIP SEAL, REPLACE AC SURFACING, STRIPING |
Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 395 FROM 1.7 MILES SOUTH OF FILLMAN ROAD TO 0.4 MILE SOUTH OF ASH VALLEY ROAD AND FROM COUNTY ROAD 133A TO OREGON STATE LINE |
QA Service Level | 1 (Verified on 07/27/2017) |
Sample Information
Sample Taken Date | 06/02/2017 | Sample Unique Key | 6 |
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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 | 06/02/2017 |
Sample type | Verification | A brief description of the sample | virgin aggregate |
The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
Title of sampler | Tester | Telephone number of sampler | Unknown |
Laboratory sample identification | D76964, 17-0221 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | 852336 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Job Mix Formula Partial | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0029 |
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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 | stockpiles |
Where the material sample would have been placed if not sampled | JMF | Superpave or Non-superpave Mix | Superpave |
Test Details
DIME Sample ID: 2017-06-02-6
DIME Test ID: 2017-06-02-6-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T104-11: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2017-07-31
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/31/2017
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Previously used
Mass of sample retained on the 2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/4 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 668.6 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 332 grams
Mass of sample retained on the #4 sieve (before immersion): 299.3 grams
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve: 0 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve: 0 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve: 5 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 6 %
Percent of split particles between 3/4 in and 1 1/2 in.: 0 %
Percent of crumbled particles between 3/4 in and 1 1/2 in.: 0 %
Percent of cracked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of flaked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of split particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in.: 0 %
Coarse weighted average loss: no data
General comments (publicly viewable) (Max 1000 characters): Weighted average loss is 5.5%
Test was verified on 7/31/2017 ✔