Summary for Test 2023-08-29-16-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/26/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 08/29/2023 | Sample Unique Key | 16 |
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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 | 08/29/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA cold feed |
The quantity of what the sample constitutes | 213 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
Title of sampler | Telephone number of sampler | 8033087727 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | |
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) | Granite Coalinga |
---|---|---|---|
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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | 5 | |
Sublot number | 3 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-29-16
DIME Test ID: 2023-08-29-16-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-31
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/30/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
4241 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
291.0 grams | 93 % | |||||
847.0 grams | 80 % | |||||
2505.0 grams | 41 % | |||||
480.6 grams | ||||||
240.7 grams | 20 % | |||||
326.9 grams | 13 % | |||||
374.8 grams | 9 % | |||||
409.7 grams | 6 % | |||||
435.3 grams | 4 % | |||||
451.0 grams | 2.5 % | |||||
460 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2023 ✔