Summary for Test 2023-02-10-53-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
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DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 02/10/2023 | Sample Unique Key | 53 |
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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 | 03/10/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Aggregates |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
Title of sampler | Plant QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bodean - Santa Rosa | Transportation Laboratory (TL) Number | 101399 |
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) | 91-49-0032 |
---|---|---|---|
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 | Pulled from Bin 2 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 2 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-02-10-53
DIME Test ID: 2023-02-10-53-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-03
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?: No
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/10/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1980 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
140.0 grams | 93 % | |||||
1910.0 grams | 4 % | |||||
1920.0 grams | 3 % | |||||
1930.0 grams | 3 % | |||||
1940.0 grams | 2 % | |||||
1950.0 grams | 2 % | |||||
1970.0 grams | 0.5 % | |||||
1980 grams |
General comments (publicly viewable) (Max 1000 characters): lot 1 sublot 2 bin# 2 of 3/4 HMA with RAP bin#2, 25%
Test was verified on 3/3/2023 ✔