Summary for Test 2017-05-17-15-7
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/17/2017 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | Laboratory-Combined Untreated Virgin 3/4-inch Type A Aggregate | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joseph |
| Last name of sampler or witnessed by | Sturges | Title of sampler | PEI Tech |
| Telephone number of sampler | Unknown | Laboratory sample identification | D76918F |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA |
| Transportation Laboratory (TL) Number | 851339 | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Combined Virgin Aggregate | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at the Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 17-04-S1 | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2017-05-17-15
DIME Test ID: 2017-05-17-15-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2018-07-13
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse and Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/24/2017
Percentage of 2 ½ x 1 ½ material loss: no data
Percentage of 1 ½ x ¾ inch material loss: no data
Percentage of ¾ x ⅜ inch material loss: no data
Percentage of ⅜ inch x No. 4 material loss: no data
Percentage of No. 4 x 8 material loss: no data
Percentage of No. 8 x 16 material loss: no data
Percentage of No. 16 x 30 material loss: no data
Percentage of No. 30 x 50 material loss: no data
Coarse weighted average loss: 0.7 %
Fine weighted average loss: 5.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2018 ✔