Summary for Test 2017-05-18-13-2
Test performed: AASHTO T104-11Project Information
| Project Identifiers | Project ID: 211872 DEA: 022H3604 EFIS: 0216000090 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-1.8/R6.5 |
| Award Date | 01/08/2017 |
| Closeout Date | 12/22/2020 |
| Work Description | COLD PLANE AC,RHMA-O,HMA,REPLACE AC SURFACING,GUARDRAILING,STRIPING |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF NORTH COTTONWOOD UNDERCROSSING TO 0.2 MILE SOUTH OF RIVERSIDE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 04/06/2017) |
Sample Information
| Sample Taken Date | 05/18/2017 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/18/2017 | Sample type | Verification |
| A brief description of the sample | Sized, Untreated, Virgin Aggregates | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Source | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Ortiz | Title of sampler | TET |
| Telephone number of sampler | Unknown | Laboratory sample identification | D76940, 17-0216 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Fawndale Rock Quarry |
| Transportation Laboratory (TL) Number | 002254 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Job Mix Formula Partial | Source Identification (SMARA, name of Pit or Job Site) | SMARA ID No. 91-45-0017 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 inch Type A HMA | The fabricator/manufacturer designation for the sample | 17dash1001dot290 |
| 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 | Unknown | Superpave or Non-superpave Mix | Superpave |
Test Details
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DIME Sample ID: 2017-05-18-13
DIME Test ID: 2017-05-18-13-2
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: 2017-07-24
Test Results
What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/24/2017
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): 669.4 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 330.3 grams
Mass of sample retained on the #4 sieve (before immersion): no data
Mass of sample retained on the #4 sieve (before immersion): 299.3 grams
Mass of sample retained on the #8 sieve (before immersion): 100 grams
Mass of sample retained on the #16 sieve (before immersion): 100 grams
Mass of sample retained on the #30 sieve (before immersion): 100 grams
Mass of sample retained on the #50 sieve (before immersion): 100.1 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: 1 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 1 %
Percent loss from sample retained on the No. 4 x 8 sieve (fine): 0 %
Percent loss from sample retained on the No. 8 x 16 sieve: 3 %
Percent loss from sample retained on the No. 16 x 30 sieve: 2 %
Percent loss from sample retained on the No. 30 x 50 sieve: 4 %
Percent loss from sample retained on the #50 sieve: 7 %
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
Fine weighted average loss: no data
General comments (publicly viewable) (Max 1000 characters): Coarse weighted average is 0.6%
Fine weighted average is 3.1%
Test was verified on 7/24/2017 ✔