Summary for Test 2026-02-03-3-16
Test performed: AASHTO T30-25
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Project Information
| Project Identifiers | Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-111-23.5/32.1 |
| Award Date | 04/16/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS. |
| Location Description | IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115 |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 02/03/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/03/2026 | 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 | TET |
| Telephone number of sampler | 6199021073 | Laboratory sample identification | 26-02-03-3-JMFR |
| Linked DIME Sample ID | 2026-02-03-2 | The fabricator/manufacturer/facility name | API Gateway |
| 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) | 91-13-0057 |
|---|---|---|---|
| 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 | 2 API Val |
Test Details
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DIME Sample ID: 2026-02-03-3
DIME Test ID: 2026-02-03-3-16
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: 2026-03-06
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: 1923.9 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: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 162.0 grams
Cumulative mass retained on the 3/8 in. sieve: 396.6 grams
Cumulative mass retained on the #4 sieve: 1013.2 grams
Cumulative mass retained on the #8 sieve: 1270.1 grams
Cumulative mass retained on the #16 sieve: 1442.4 grams
Cumulative mass retained on the #30 sieve: 1598.1 grams
Cumulative mass retained on the #50 sieve: 1739.9 grams
Cumulative mass retained on the #100 sieve: 1825.8 grams
Cumulative mass retained on the #200 sieve: 1864.9 grams
Cumulative mass retained on the pan: 1870.3 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): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -1.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -2.0 %
Aggregate correction factor for the #4 sieve (% passing): -0.5 %
Aggregate correction factor for the #8 sieve (% passing): -0.5 %
Aggregate correction factor for the #16 sieve (% passing): 0.0 %
Aggregate correction factor for the #30 sieve (% passing): 0.0 %
Aggregate correction factor for the #50 sieve (% passing): 2.0 %
Aggregate correction factor for the #100 sieve (% passing): 3.0 %
Aggregate correction factor for the #200 sieve (% passing): 4.0 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 7.1 %
General comments (publicly viewable) (Max 1000 characters): Used aggregate correction Factor
#200=7.1%>4.0% does not comply.
Test was verified on 3/6/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.