Summary for Test 2023-08-25-28-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
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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 |
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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 | 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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0061 |
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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 | 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
DIME Sample ID: 2023-08-25-28
DIME Test ID: 2023-08-25-28-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-09-01
Test Results
What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 08/29/2023
Total mass of sample tested: 10115 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 1356.1 grams
Cumulative mass retained on the 1/2 in. sieve: 5883.6 grams
Cumulative mass retained on the 3/8 in. sieve: 8620.3 grams
Cumulative mass retained on the #4 sieve: 9975.9 grams
Cumulative mass retained on the #8 sieve: 10015.8 grams
Cumulative mass retained on the pan: 10115 grams
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 42 %
Cumulative percent passing the 3/8 in. sieve: 15 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2023 ✔