Summary for Test 2021-04-23-21-2
Test performed: AASHTO T104-99r16Project Information
Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
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DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
Award Date | 02/02/2021 |
Closeout Date | 09/27/2021 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
Sample Taken Date | 04/23/2021 | Sample Unique Key | 21 |
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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 | 04/23/2021 |
Sample type | Verification | A brief description of the sample | 3/8" Sized Untreated Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
Title of sampler | PEI | Telephone number of sampler | |
Laboratory sample identification | D78785B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shasta Ranch Aggregates - Anderson, CA | Transportation Laboratory (TL) Number | 858621 |
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) | 91-45-0057 |
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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 Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | JMF 21-05-S01 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-23-21
DIME Test ID: 2021-04-23-21-2
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: 2021-07-22
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: Calculated
Tester's full name: Bang Nguyen
Date of test: 07/22/2021
Percentage of ⅜ inch x No. 4 material loss: 2.1 %
Percentage of No. 4 x 8 material loss: 1.8 %
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 %
Fine weighted average loss: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/22/2021 ✔