Summary for Test 2021-09-22-75-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 |
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DIST-CO-RTE-PM | 06-FRE-168-18.6/T25.5 |
Award Date | 06/16/2020 |
Closeout Date | 07/29/2022 |
Work Description | COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING. |
Location Description | FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD |
QA Service Level | 1 (Verified on 04/21/2020) |
Sample Information
Sample Taken Date | 09/22/2021 | Sample Unique Key | 75 |
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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 | 11/05/2021 |
Sample type | Dispute Resolution | A brief description of the sample | Cold Feed |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 21-HMA-0200 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CMI Fresno | 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) | --- |
---|---|---|---|
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 | Plant | |
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 | 2 | |
Sublot number | 13 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-22-75
DIME Test ID: 2021-09-22-75-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-11-09
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: Bang Nguyen
Date of test: 11/09/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
2311.6 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
110.6 grams | 95.2 % | |||||
425.5 grams | 81.6 % | |||||
1597.1 grams | 30.9 % | |||||
407.9 grams | 13.3 % | |||||
520.5 grams | 8.4 % | |||||
576.6 grams | 6 % | |||||
616.3 grams | 4.2 % | |||||
642.6 grams | 3.1 % | |||||
662.7 grams | 2.24 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2021 ✔