Summary for Test 2026-08-31-35-5
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94,188-15.2/65.3,0.0/1.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET. |
| Location Description | SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94. |
| QA Service Level | 1 (Verified on 02/05/2026) |
Sample Information
| Sample Taken Date | 08/31/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/06/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Daily Production | The quantity of what the sample constitutes | 4 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MM 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 | 1-1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21517070 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-31-35
DIME Test ID: 2026-08-31-35-5
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: 2026-10-07
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: Melchor Oronoz
Date of test: 10/02/2026
Total mass of material in the sample: 4053.6 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 126.5 grams
Cumulative mass retained on the 1 in. sieve: 1514.9 grams
Cumulative mass retained on the 3/4 in. sieve: 2188.2 grams
Cumulative mass retained on the 1/2 in. sieve: 2539.7 grams
Cumulative mass retained on the 3/8 in. sieve: 2876.5 grams
Cumulative mass retained on the #4 sieve: 3161.5 grams
Cumulative mass retained on the #8 sieve: 3330.6 grams
Cumulative mass retained on the #16 sieve: 3529.5 grams
Cumulative mass retained on the #30 sieve: 3690.8 grams
Cumulative mass retained on the #50 sieve: 3832.3 grams
Cumulative mass retained on the #100 sieve: 3932.6 grams
Cumulative mass retained on the #200 sieve: 3977.6 grams
Cumulative mass retained on the pan: 3981.0 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): -0.5 %
Aggregate correction factor for the 1 in. sieve (% passing): 1.2 %
Aggregate correction factor for the 3/4 in. sieve (% passing): -0.3 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -2.6 %
Aggregate correction factor for the #4 sieve (% passing): -3.0 %
Aggregate correction factor for the #8 sieve (% passing): -2.4 %
Aggregate correction factor for the #16 sieve (% passing): -2.0 %
Aggregate correction factor for the #30 sieve (% passing): -1.5 %
Aggregate correction factor for the #50 sieve (% passing): -0.5 %
Aggregate correction factor for the #100 sieve (% passing): 0.3 %
Aggregate correction factor for the #200 sieve (% passing): 0.6 %
Cumulative percent passing the 2 in. sieve: 101 %
Cumulative percent passing the 1 1/2 in. sieve: 98 %
Cumulative percent passing the 1 in. sieve: 64 %
Cumulative percent passing the 3/4 in. sieve: 46 %
Cumulative percent passing the 1/2 in. sieve: 37 %
Cumulative percent passing the 3/8 in. sieve: 26 %
Cumulative percent passing the #4 sieve: 19 %
Cumulative percent passing the #8 sieve: 15 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.5 %
General comments (publicly viewable) (Max 1000 characters): Retest, does not comply
Test was verified on 10/7/2026 ✔