Summary for Test 2023-08-25-31-3

Test performed: ASTM C88-5

Project Information

Project IdentifiersProject ID: 994116
DEA: 010J4104
EFIS: 0119000025
DIST-CO-RTE-PM01-HUM-299-30.7/33.4
Award Date11/23/2022
Closeout DateNot set
Work DescriptionProject Name: HUM-299 Curve Improvement
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level1 (Verified on 07/29/2022)

Sample Information

Sample Taken Date08/25/2023 Sample Unique Key31
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 testing08/28/2023
Sample typePer Request A brief description of the sampleFine Aggregates
The quantity of what the sample constitutes2 bags Fine aggregate From where was the sample collectedSupplier
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerQAI Telephone number of sampler
Laboratory sample identification23-PCCF-0164 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFolsom Ready Mix Transportation Laboratory (TL) Numberna
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)91-45-0061
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-25-31
DIME Test ID: 2023-08-25-31-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2024-08-13

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 09/21/2023
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Mass of sample retained on the #4 sieve (before immersion): 0 grams
Mass of sample retained on the #8 sieve (before immersion): 100 grams
Mass of sample retained on the #16 sieve (before immersion): 100.1 grams
Mass of sample retained on the #30 sieve (before immersion): 100 grams
Mass of sample retained on the #50 sieve (before immersion): 100 grams
Percent loss from sample retained on the No. 4 x 8 sieve (fine): 0 %
Percent loss from sample retained on the No. 8 x 16 sieve: 5 %
Percent loss from sample retained on the No. 16 x 30 sieve: 3 %
Percent loss from sample retained on the No. 30 x 50 sieve: 7 %
Percent loss from sample retained on the #50 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters): 6.0% weighted % loss

Test was verified on 8/13/2024