Summary for Test 2017-05-05-12-2
Test performed: AASHTO T104-11Project Information
| Project Identifiers | Project ID: 212467 DEA: 024G4904 EFIS: 0214000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-44.9/45.5 |
| Award Date | 10/11/2016 |
| Closeout Date | 08/30/2018 |
| Work Description | EXCAVATE AND HAUL SOIL/ROCK, PLACE AB/HMA, PROVIDE TRAFFIC CONTROL |
| Location Description | IN SHASTA COUNTY NEAR VIOLA FROM 1.7 MILES TO 1.1 MILES WEST OF NORTH BATTLE CREEK RESERVOIR ROAD |
| QA Service Level | 1 (Verified on 05/23/2017) |
Sample Information
| Sample Taken Date | 05/05/2017 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 05/05/2017 |
| Sample type | Verification | A brief description of the sample | Untreated virgin aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Sturges |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D76918, 17-0215 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 002251 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 17-04-S1 | 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) | SMARA ID No. 91-45-0057 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 inch Type A HMA | The fabricator/manufacturer designation for the sample | L170304 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Untreated stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Superpave or Non-superpave Mix | Superpave |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2017-05-05-12
DIME Test ID: 2017-05-05-12-2
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): 671.4 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 331.1 grams
Mass of sample retained on the #4 sieve (before immersion): no data
Mass of sample retained on the #4 sieve (before immersion): 302.5 grams
Mass of sample retained on the #8 sieve (before immersion): 100 grams
Mass of sample retained on the #16 sieve (before immersion): 100.1 grams
Mass of sample retained on the #30 sieve (before immersion): 100.1 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: 7 %
Percent loss from sample retained on the No. 30 x 50 sieve: 7 %
Percent loss from sample retained on the #50 sieve: 9 %
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 0.7%
Fine weighted average is 5.2%
Test was verified on 7/24/2017 ✔