Summary for Test 2024-05-02-91-2
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 1000359 DEA: 021K6404 EFIS: 0224000148 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-60/67.8 |
| Award Date | Not set |
| Closeout Date | 09/23/2025 |
| Work Description | Perform dig-out without traffic control |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/29/2024) |
Sample Information
| Sample Taken Date | 05/02/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Verification | A brief description of the sample | 3 bags of Untreated 1/2-inch Sized Virgin Aggregate |
| The quantity of what the sample constitutes | Annual Source Testing | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79493A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858009 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::Fawndale Rock Quarry (Redding, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Sized Untreated Virgin Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-05-02-91
DIME Test ID: 2024-05-02-91-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2024-10-09
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse 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: Measured
Tester's full name: Aristeo Flores
Date of test: 10/07/2024
Percentage on the 2 ½ inch sieve: 0 %
Percentage on the 2 inch sieve: 0 %
Percentage on the 1 ½ inch sieve: 0 %
Percentage on the 1 inch sieve: 0 %
Percentage on the ¾ inch sieve: 0 %
Percentage on the ½ inch sieve: 23 %
Percentage on the ⅜ inch sieve: 62 %
Percentage on the No. 4 sieve: 14 %
Percentage on the No. 8 sieve: 0 %
Percentage on the No. 16 sieve: 0 %
Percentage on the No. 30 sieve: 0 %
Percentage on the No. 50 sieve: 0 %
Percentage passing the No. 50 sieve: 0 %
Mass grams of 2 ½ x 2 inch material tested: 0 g
Mass grams of 2 x 1 ½ inch material tested: 0 g
Number of 2 ½ x 1 ½ inch particles tested: 0
Mass of 2 ½ x 1 ½ material retained on the 1 ¼ inch sieve after testing: 0 g
Number of 2 ½ x 1 ½ inch particles exhibiting disintigrating distress: 0
Number of 2 ½ x 1 ½ inch particles exhibiting splitting distress: 0
Number of 2 ½ x 1 ½ inch particles exhibiting crumbling distress: 0
Number of 2 ½ x 1 ½ inch particles exhibiting cracking distress: 0
Number of 2 ½ x 1 ½ inch particles exhibiting flaking distress: 0
Mass grams of 1 ½ x 1 inch material tested: 0 g
Mass grams of 1 x ¾ inch material tested: 0 g
Number of 1 ½ x ¾ inch particles tested: 0
Mass of 1 ½ x ¾ material retained on the ⅝ inch sieve after testing: 0 g
Number of 1 ½ x ¾ inch particles exhibiting disintigrating distress: 0
Number of 1 ½ x ¾ inch particles exhibiting splitting distress: 0
Number of 1 ½ x ¾ inch particles exhibiting crumbling distress: 0
Number of 1 ½ x ¾ inch particles exhibiting cracking distress: 0
Number of 1 ½ x ¾ inch particles exhibiting flaking distress: 0
Mass grams of ¾ x ½ inch material tested: 673.1 g
Mass grams of ½ x ⅜ inch material tested: 332.3 g
Mass of ¾ x ⅜ material retained on the 5/16 inch sieve after testing: 1002.4 g
Mass grams of ⅜ inch x No. 4 material tested: 302 g
Mass grams of ⅜ inch x No. 4 material retained on the No. 5 sieve after testing: 300.4 g
Mass grams of 2 ½ x 1 ½ inch material tested: 0 g
Percentage of 2 ½ x 1 ½ inch particles exhibiting disintigrating distress: 0 %
Percentage of 2 ½ x 1 ½ inch particles exhibiting splitting distress: 0 %
Percentage of 2 ½ x 1 ½ inch particles exhibiting crumbing distress: 0 %
Percentage of 2 ½ x 1 ½ inch particles exhibiting cracking distress: 0 %
Percentage of 2 ½ x 1 ½ inch particles exhibiting flaking distress: 0 %
Mass grams of 1 ½ x ¾ inch material tested: 0 g
Percentage of 1 ½ x ¾ inch particles exhibiting disintigrating distress: 0 %
Percentage of 1 ½ x ¾ inch particles exhibiting splitting distress: 0 %
Percentage of 1 ½ x ¾ inch particles exhibiting crumbing distress: 0 %
Percentage of 1 ½ x ¾ inch particles exhibiting cracking distress: 0 %
Percentage of 1 ½ x ¾ inch particles exhibiting flaking distress: 0 %
Mass grams of ¾ x ⅜ inch material tested: 1005 g
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 %
Percentage of ⅜ inch x No. 4 material loss: 1 %
Coarse weighted average loss: 0 %
General comments (publicly viewable) (Max 1000 characters): Samples may have been shipped without TL-0101. Please see attached TL-0101.
Test was verified on 10/9/2024 ✔