Summary for Test 2025-09-23-97-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001605 DEA: 114B0044 EFIS: 1122000173 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-54-9.5,0.0/6.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct Middle Mile Broadband Network. |
| Location Description | IN SAN DIEGO COUNTY IN AND NEAR SAN DIEGO, NATIONAL CITY, AND CHULA VISTA ON ROUTE 5 AT 0.1 MILE NORTH OF SWEETWATER RIVER BRIDGE AND ON ROUTE 54 FROM ROUTE 5/54 SEPARATION TO 0.4 MILE EAST OF SWEETWATER ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/18/2025) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 09/26/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Normal Production |
| The quantity of what the sample constitutes | 2 bags | 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 | Vulcan Otay | 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) | 91-37-0035 |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 320200 Otay Val |
Test Details
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DIME Sample ID: 2025-09-23-97
DIME Test ID: 2025-09-23-97-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-12-02
Test Results
What type of gradation is being tested?: Combined 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: Shawn Rivers
Date of test: 11/18/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2865.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 208.0 grams | 93 % | |||||
| 494.0 grams | 83 % | |||||
| 1208.0 grams | 58 % | |||||
| 367.2 grams | ||||||
| 87.0 grams | 44 % | |||||
| 167.6 grams | 32 % | |||||
| 241.6 grams | 20 % | |||||
| 300.2 grams | 11 % | |||||
| 335.0 grams | 5 % | |||||
| 344.8 grams | 3.5 % | |||||
| 346.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 12/2/2025 ✔