Summary for Test 2026-03-23-69-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,91-13.9/16.1,4.8/6.6 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/16/2025) |
Sample Information
| Sample Taken Date | 03/23/2026 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 04/14/2026 |
| Sample type | Quality Control | A brief description of the sample | 3/8" x No.8 aggregate |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Alejandro | Last name of sampler or witnessed by | Orozco |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pinnacle Prestress, Inc. | 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) | 91-54-0021 |
|---|---|---|---|
| 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 | On Site Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-03-23-69
DIME Test ID: 2026-03-23-69-1
Testing Lab: Pinnacle Prestress, Incorporated
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-04-23
Test Results
What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Alejandro Orozco
Date of test: 04/14/2026
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 0.29 %
Cumulative percent passing the #4 sieve: 3.32 %
Cumulative percent passing the #8 sieve: 0.44 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2026 ✔