Summary for Test 2019-07-30-14-10
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 07/30/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 07/30/2019 |
| Sample type | Verification | A brief description of the sample | Lab-batched, 1/2-inch Type A Aggregate (Untreated Virgin) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Colt | Last name of sampler or witnessed by | Sweeny |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78056F | Linked DIME Sample ID | 736162 |
| The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | |
| 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) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| 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 | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-30-14
DIME Test ID: 2019-07-30-14-10
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: 2020-03-10
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?: Previously used
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 07/30/2019
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 0.7 %
Percentage of ⅜ inch x No. 4 material loss: 7 %
Percentage of No. 4 x 8 material loss: 2.7 %
Percentage of No. 8 x 16 material loss: 1.7 %
Percentage of No. 16 x 30 material loss: 1.2 %
Percentage of No. 30 x 50 material loss: 10.3 %
Coarse weighted average loss: 4 %
Fine weighted average loss: 3 %
General comments (publicly viewable) (Max 1000 characters): Not an actual test - composite result based on previous test and current gradation.
Test was verified on 3/10/2020 ✔