Summary for Test 2026-09-28-20-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001645 DEA: 051R1004 EFIS: 0523000125 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO, -1-32.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BRIDGE REPLACEMENT, HMA, AND RSP PROTECTION. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 09/28/2026 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/28/2026 | Sample type | Acceptance |
| A brief description of the sample | SBF- Crye Cambria Class 3 | The quantity of what the sample constitutes | SBF- Stockpiled by Abut 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | CT Tester |
| Telephone number of sampler | Laboratory sample identification | 260928-1 SBF- Crye Cambria Class 3 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | David Crye - Cambria Quarry | |
| 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) | 91-40-0009 |
|---|---|---|---|
| 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 | Jobsite | |
| 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 |
Test Details
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DIME Sample ID: 2026-09-28-20
DIME Test ID: 2026-09-28-20-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-10-01
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 09/29/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5014.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 174.9 grams | 97 % | |||||
| 444.2 grams | 91 % | |||||
| 998.7 grams | 80 % | |||||
| 1398.5 grams | 72 % | |||||
| 2074.6 grams | 59 % | |||||
| 516.3 grams | ||||||
| 61.4 grams | 52 % | |||||
| 104.7 grams | 47 % | |||||
| 178.7 grams | 39 % | |||||
| 286.6 grams | 26 % | |||||
| 357.8 grams | 18 % | |||||
| 399.9 grams | 13.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2026 ✔