Summary for Test 2026-04-29-10-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-13.9/16.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION. |
| Location Description | FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 04/29/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 04/29/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4” Class 2 Aggregate Base |
| The quantity of what the sample constitutes | Class 2 Aggregate Base | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Frank | Last name of sampler or witnessed by | Alas-Arteaga |
| Title of sampler | Senior Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | 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) | Granite Coalinga |
|---|---|---|---|
| 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 | Stockpiles at 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: 2026-04-29-10
DIME Test ID: 2026-04-29-10-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-05-01
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: Gurjeet Litt
Date of test: 04/29/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10309 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 434.0 grams | 96 % | |||||
| 2290.0 grams | 78 % | |||||
| 3450.0 grams | 67 % | |||||
| 5039.0 grams | 51 % | |||||
| 520 grams | ||||||
| 103.4 grams | 41 % | |||||
| 183.7 grams | 33 % | |||||
| 255.5 grams | 26 % | |||||
| 349.2 grams | 17 % | |||||
| 408.2 grams | 11 % | |||||
| 440.0 grams | 7.8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2026 ✔