Summary for Test 2023-02-10-55-1
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 | 55 |
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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 | 02/10/2023 |
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 | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 101401 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0032 |
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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 | Material pulled from bin 4 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | D04-JMF-22-011 | Lot number | 1 |
Sublot number | 2 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-02-10-55
DIME Test ID: 2023-02-10-55-1
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
Total mass of material in the sample: 7910 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: 170 grams
Cumulative mass retained on the 1/2 in. sieve: 6260 grams
Cumulative mass retained on the 3/8 in. sieve: 7210 grams
Cumulative mass retained on the #4 sieve: 7730 grams
Cumulative mass retained on the #8 sieve: 7800 grams
Cumulative mass retained on the #16 sieve: 7810 grams
Cumulative mass retained on the #30 sieve: 7815 grams
Cumulative mass retained on the #50 sieve: 7820 grams
Cumulative mass retained on the #100 sieve: 7890 grams
Cumulative mass retained on the #200 sieve: 7900 grams
Cumulative mass retained on the pan: 7910 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: 98 %
Cumulative percent passing the 1/2 in. sieve: 21 %
Cumulative percent passing the 3/8 in. sieve: 9 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 1 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 1 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0.1 %
General comments (publicly viewable) (Max 1000 characters): lot 1 sublot 2 of 3/4 HMA with RAP bin# 4, 12%.
Test was verified on 3/3/2023 ✔