Summary for Test 2021-08-09-54-1
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 | 08/09/2021 | Sample Unique Key | 54 |
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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 | 10/13/2021 |
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-0173 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CMI Fresno | Transportation Laboratory (TL) Number | c040332 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | --- |
---|---|---|---|
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 | 3/4 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 6 | HMA Design ID |
Test Details
DIME Sample ID: 2021-08-09-54
DIME Test ID: 2021-08-09-54-1
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: 2021-10-20
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Ryan Kester/Jay Horton
Date of test: 10/20/2021
Total mass of material in the sample: 6789.2 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: 92 grams
Cumulative mass retained on the 1/2 in. sieve: 895.2 grams
Cumulative mass retained on the 3/8 in. sieve: 2198.4 grams
Cumulative mass retained on the #4 sieve: 3872.1 grams
Total sample mass passing the #4 sieve: 2914.3 grams
Total mass of fine material in the sample: 550 grams
Cumulative mass retained on the #8 sieve: 168 grams
Cumulative mass retained on the #16 sieve: 292.3 grams
Cumulative mass retained on the #30 sieve: 367.4 grams
Cumulative mass retained on the #50 sieve: 424.8 grams
Cumulative mass retained on the #100 sieve: 465.3 grams
Cumulative mass retained on the #200 sieve: 493 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:98.6 %
Cumulative percent passing the 1/2 in. sieve:86.8 %
Cumulative percent passing the 3/8 in. sieve:67.6 %
Cumulative percent passing the #4 sieve:43 %
Cumulative percent passing the #8 sieve:29.9 %
Cumulative percent passing the #16 sieve:20.1 %
Cumulative percent passing the #30 sieve:14.3 %
Cumulative percent passing the #50 sieve:9.8 %
Cumulative percent passing the #100 sieve:6.6 %
Cumulative percent passing the #200 sieve:4.46 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2021 ✔