Summary for Test 2023-08-25-28-4
Test performed: ASTM C88-5Project Information
| Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: HUM-299 Curve Improvement |
| Location Description | HUMBOLDT 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 Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 08/25/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 08/28/2023 |
| Sample type | Per Request | A brief description of the sample | 1x4 Aggregates |
| The quantity of what the sample constitutes | 3 bags coarse aggregate | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
| Title of sampler | QAI | Telephone number of sampler | |
| Laboratory sample identification | 23-PCCC-0162 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Folsom Ready Mix | Transportation Laboratory (TL) Number | na |
| 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) | 91-45-0061 |
|---|---|---|---|
| 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 collected | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-25-28
DIME Test ID: 2023-08-25-28-4
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?: Coarse 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 3.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/4 in. sieve (before immersion): 510.9 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 671 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 331.4 grams
Mass of sample retained on the #4 sieve (before immersion): 301.1 grams
Percent loss from sample retained on the 3.5 in. sieve: 0 %
Percent loss from sample retained on the 3.0 in. sieve: 0 %
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve: 0 %
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve: 4 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve: 2 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve: 4 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 0 %
Percent of split particles between 3/4 in and 1 1/2 in.: 0 %
Percent of crumbled particles between 3/4 in and 1 1/2 in.: 0 %
Percent of cracked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of flaked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of split particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of split particles between 2 1/2 in and 3 in.: 0 %
Percent of crumbled particles between 2 1/2 in and 3 in.: 0 %
Percent of cracked particles between 2 1/2 in and 3 in.: 0 %
Percent of flaked particles between 2 1/2 in and 3 in.: 0 %
Percent of split particles between 3 in and 3 1/2 in.: 0 %
Percent of crumbled particles between 3 in and 3 1/2 in.: 0 %
Percent of cracked particles between 3 in and 3 1/2 in.: 0 %
Percent of flaked particles between 3 in and 3 1/2 in.: 0 %
Percent of split particles between 3 1/2 in and 4 in.: 0 %
Percent of crumbled particles between 3 1/2 in and 4 in.: 0 %
Percent of cracked particles between 3 1/2 in and 4 in.: 0 %
Percent of flaked particles between 3 1/2 in and 4 in.: 0 %
General comments (publicly viewable) (Max 1000 characters): 2.9% weighted % loss; Qualitative analysis not required
Test was verified on 8/13/2024 ✔