Summary for Test 2024-04-03-99-1
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-22.0/30.6 |
| Award Date | 02/23/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD |
| QA Service Level | 1 (Verified on 12/04/2023) |
Sample Information
| Sample Taken Date | 04/03/2024 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 04/03/2024 |
| Sample type | Verification | A brief description of the sample | 2 bags of Washed Dust Untreated Sized 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79453D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 857921D |
| 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) | 91-25-0008::Shaw Pit (Lookout, 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 | Untreated Sized Virgin Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-03-99
DIME Test ID: 2024-04-03-99-1
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: 2024-06-05
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: 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: Measured
Tester's full name: Ryan Kester
Date of test: 06/05/2024
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: 0 %
Percentage on the ⅜ inch sieve: 0 %
Percentage on the No. 4 sieve: 11 %
Percentage on the No. 8 sieve: 44 %
Percentage on the No. 16 sieve: 21 %
Percentage on the No. 30 sieve: 10 %
Percentage on the No. 50 sieve: 6 %
Percentage passing the No. 50 sieve: 8 %
Mass grams of ⅜ inch x No. 4 material tested: 100.1 g
Mass grams of ⅜ inch x No. 4 material retained on the No. 4 sieve after testing: 69.9 g
Mass grams of No. 4 x 8 material tested: 100.1 g
Mass grams of No. 4 x 8 material retained on the No. 8 sieve after testing: 85.4 g
Mass grams of No. 8 x 16 material tested: 100.1 g
Mass grams of No. 8 x 16 material retained on the No. 16 sieve after testing: 88.3 g
Mass grams of No. 16 x 30 material tested: 100 g
Mass grams of No. 16 x 30 material retained on the No. 30 sieve after testing: 94.6 g
Mass grams of No. 30 x 50 material tested: 100.1 g
Mass grams of No. 30 x 50 material retained on the No. 50 sieve after testing: 92.7 g
Mass grams of ⅜ inch x No. 4 material tested: 100.1 g
Percentage of ⅜ inch x No. 4 material loss: 30 %
Percentage of No. 4 x 8 material loss: 15 %
Percentage of No. 8 x 16 material loss: 12 %
Percentage of No. 16 x 30 material loss: 5 %
Percentage of No. 30 x 50 material loss: 7 %
Fine weighted average loss: 11 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2024 ✔