Summary for Test 2026-02-13-7-19
Test performed: AASHTO T30-25
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project 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 | 02/13/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/13/2026 | Sample type | Verification |
| A brief description of the sample | JMFR | The quantity of what the sample constitutes | 5 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pyramid Construction - Heber | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | See Mix |
|---|---|---|---|
| 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 | ||
| Sublot number | Aggregate Mix Number | SP 2024 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-02-13-7
DIME Test ID: 2026-02-13-7-19
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-03-05
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 02/26/2026
Total mass of material in the sample: 2400.6 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 29.5 grams
Cumulative mass retained on the 1/2 in. sieve: 465.5 grams
Cumulative mass retained on the 3/8 in. sieve: 702.1 grams
Cumulative mass retained on the #4 sieve: 1186.5 grams
Cumulative mass retained on the #8 sieve: 1536.8 grams
Cumulative mass retained on the #16 sieve: 1760.7 grams
Cumulative mass retained on the #30 sieve: 1936.8 grams
Cumulative mass retained on the #50 sieve: 2080.5 grams
Cumulative mass retained on the #100 sieve: 2203.0 grams
Cumulative mass retained on the #200 sieve: 2285.7 grams
Cumulative mass retained on the pan: 2298.3 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing): -0.5 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -0.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -11.0 %
Aggregate correction factor for the #4 sieve (% passing): -4.5 %
Aggregate correction factor for the #8 sieve (% passing): -3.5 %
Aggregate correction factor for the #16 sieve (% passing): -1.0 %
Aggregate correction factor for the #30 sieve (% passing): 1.5 %
Aggregate correction factor for the #50 sieve (% passing): 1.0 %
Aggregate correction factor for the #100 sieve (% passing): 0.5 %
Aggregate correction factor for the #200 sieve (% passing): 0.0 %
Cumulative percent passing the 2 in. sieve: 100 %
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: 80 %
Cumulative percent passing the 3/8 in. sieve: 60 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters): Used aggregate correction factors #30= 21%>18% does not comply.
Test was verified on 3/5/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.