Summary for Test 2021-05-03-55-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R0.9/R5.0 |
| Award Date | 12/05/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | REPLACE CONCRETE AND ASPHALT PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 05/03/2021 | Sample Unique Key | 55 |
|---|---|---|---|
| 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-0175 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CMI Fresno | Transportation Laboratory (TL) Number | c040331 |
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | 3 | |
| Sublot number | 8 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-03-55
DIME Test ID: 2021-05-03-55-1
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: 2021-10-22
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: Ryan Kester/Jay Horton
Date of test: 10/22/2021
Total mass of material in the sample: 7188 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: 122.8 grams
Cumulative mass retained on the 1/2 in. sieve: 1699 grams
Cumulative mass retained on the 3/8 in. sieve: 3176.1 grams
Cumulative mass retained on the #4 sieve: 4457.7 grams
Cumulative mass retained on the #8 sieve: 155.1 grams
Cumulative mass retained on the #16 sieve: 257.4 grams
Cumulative mass retained on the #30 sieve: 380.9 grams
Cumulative mass retained on the #50 sieve: 498.1 grams
Cumulative mass retained on the #100 sieve: 578.2 grams
Cumulative mass retained on the #200 sieve: 615.8 grams
Cumulative mass retained on the pan: no data
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: 98.3 %
Cumulative percent passing the 1/2 in. sieve: 76.4 %
Cumulative percent passing the 3/8 in. sieve: 55.8 %
Cumulative percent passing the #4 sieve: 38 %
Cumulative percent passing the #8 sieve: 29.4 %
Cumulative percent passing the #16 sieve: 23.7 %
Cumulative percent passing the #30 sieve: 16.9 %
Cumulative percent passing the #50 sieve: 10.4 %
Cumulative percent passing the #100 sieve: 5.9 %
Cumulative percent passing the #200 sieve: 3.82 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2021 ✔