Summary for Test 2024-04-22-103-1
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-25.2/38.6 |
| Award Date | 10/13/2023 |
| Closeout Date | 06/12/2025 |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL. |
| Location Description | SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2019) |
Sample Information
| Sample Taken Date | 04/22/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 04/23/2024 |
| Sample type | Verification | A brief description of the sample | 3 bags of Untreated 3/8-inch Sized Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification and Annual Soundness Testing | 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 | D79464B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858480B |
| 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 | Untreated Sized Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
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: 2024-04-22-103
DIME Test ID: 2024-04-22-103-1
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: 2024-06-19
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: Measured
Tester's full name: Ryan Kester
Date of test: 06/19/2024
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: 5 %
Percentage on the No. 4 sieve: 67 %
Percentage on the No. 8 sieve: 25 %
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 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: 99.1 g
Mass grams of No. 8 x 16 material tested: 0 g
Mass grams of No. 8 x 16 material retained on the No. 16 sieve after testing: 0 g
Mass grams of No. 16 x 30 material tested: 0 g
Mass grams of No. 16 x 30 material retained on the No. 30 sieve after testing: 0 g
Mass grams of No. 30 x 50 material tested: 0 g
Mass grams of No. 30 x 50 material retained on the No. 50 sieve after testing: 0 g
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: 0 g
Mass grams of ½ x ⅜ inch material tested: 333 g
Mass of ¾ x ⅜ material retained on the 5/16 inch sieve after testing: 328.2 g
Mass grams of ⅜ inch x No. 4 material tested: 304.5 g
Mass grams of ⅜ inch x No. 4 material retained on the No. 5 sieve after testing: 301.1 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: 333 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: 1 %
Percentage of ⅜ inch x No. 4 material loss: 1 %
Percentage of No. 4 x 8 material loss: 1 %
Percentage of No. 8 x 16 material loss: 0 %
Percentage of No. 16 x 30 material loss: 0 %
Percentage of No. 30 x 50 material loss: 0 %
Coarse weighted average loss: 1 %
Fine weighted average loss: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2024 ✔