Summary for Test 2026-05-22-5-15
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001671 DEA: 11430274 EFIS: 1118000084 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.5/52.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79 |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 05/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/22/2026 | Sample type | Verification |
| A brief description of the sample | JMF | The quantity of what the sample constitutes | 12 boxes |
| 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 | Martin Marietta Lakeside | |
| 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417105T3 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-07-8: HMA Aggregates (Size 3/4"): Sieve Analysis With RAP | 1 | 2026-05-22-5-15 |
Test Details
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DIME Sample ID: 2026-05-22-5
DIME Test ID: 2026-05-22-5-15
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-07-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 07/21/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1541.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 20.0 grams | -0.5 % | 98 % | ||||
| 98.0 grams | -0.2 % | 93 % | ||||
| 370.0 grams | -0.7 % | 75 % | ||||
| 636.2 grams | -0.2 % | 59 % | ||||
| 853.5 grams | -0.5 % | 44 % | ||||
| 1030.8 grams | -0.7 % | 32 % | ||||
| 1193.9 grams | 0.1 % | 23 % | ||||
| 1311.8 grams | 0.8 % | 16 % | ||||
| 1385.0 grams | 1.1 % | 11.2 % | ||||
| 1394.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP
N/A
Test was verified on 7/22/2026 ✔