Summary for Test 2023-03-17-18-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/17/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/20/2023 |
| Sample type | Verification | A brief description of the sample | Aggregate |
| The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 23-JMFPP-0040 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company | 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) | 91-34-0060 |
|---|---|---|---|
| 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 | HMA 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-17-18
DIME Test ID: 2023-03-17-18-1
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: 2023-03-27
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?: Yes
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 03/24/2023
Total mass of material in the sample: 6601 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: 211.3 grams
Cumulative mass retained on the 1/2 in. sieve: 1132.9 grams
Cumulative mass retained on the 3/8 in. sieve: 1939 grams
Cumulative mass retained on the #4 sieve: 3694.7 grams
Fine Sample Mass (reduced): 718.4 grams
Cumulative mass retained on the #8 sieve: 334.4 grams
Cumulative mass retained on the #16 sieve: 471.4 grams
Cumulative mass retained on the #30 sieve: 552.6 grams
Cumulative mass retained on the #50 sieve: 621.1 grams
Cumulative mass retained on the #100 sieve: 662.6 grams
Cumulative mass retained on the #200 sieve: 683.2 grams
Cumulative mass retained on the pan: 685.8 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: 97 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 24 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2023 ✔