Summary for Test 2019-06-11-18-6
Test performed: AASHTO T104-99r16Project Information
Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
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DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
Award Date | 03/12/2018 |
Closeout Date | 10/05/2020 |
Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
Sample Taken Date | 06/11/2019 | Sample Unique Key | 18 |
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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 | 06/12/2019 |
Sample type | Verification | A brief description of the sample | Combined Untreated Virgin 3/4-inch Type A Aggregate |
The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Source |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77930F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | 991053 |
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 |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 18-1001.305-23.6_ |
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 | 3/4 inch |
The concrete mix design number | JMF 18-03-R1 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-11-18
DIME Test ID: 2019-06-11-18-6
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: 2019-07-26
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: HQ Agg
Date of test: 06/12/2019
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: 1.3 %
Percentage of ⅜ inch x No. 4 material loss: 6.6 %
Percentage of No. 4 x 8 material loss: 2.9 %
Percentage of No. 8 x 16 material loss: 1.9 %
Percentage of No. 16 x 30 material loss: 1.2 %
Percentage of No. 30 x 50 material loss: 10.3 %
Coarse weighted average loss: 3 %
Fine weighted average loss: 3 %
General comments (publicly viewable) (Max 1000 characters): Composite Result
Test was verified on 7/26/2019 ✔