Summary for Test 2023-05-23-88-2

Test performed: AASHTO T104-99r16

Project Information

Project IdentifiersProject ID: 994387
DEA: 023J7704
EFIS: 0222000082
DIST-CO-RTE-PM02-SIS-96-97.2/103.0
Award Date12/23/2022
Closeout Date04/11/2024
Work DescriptionRHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date05/23/2023 Sample Unique Key88
Date that the sample was received by the laboratory/organization performing the testing05/22/2023 Sample typeVerification
A brief description of the sample3 bags of Untreated 3/8″ Sized Virgin Aggregate The quantity of what the sample constitutesJMF 23-04-S01
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79247B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA
Transportation Laboratory (TL) Number815620 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057::Shasta Ranch - Anderson, CA
The fabricator's/manufacturer's product name for the sample3/8_ The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-23-88
DIME Test ID: 2023-05-23-88-2
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: 2023-08-04

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: 08/04/2023
Percentage of ⅜ inch x No. 4 material loss: 2.7 %
Percentage of No. 4 x 8 material loss: 2 %
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: 2.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2023 ✔