Summary for Test 2026-06-03-53-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001640 DEA: 010N2904 EFIS: 0123000202 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-197,199-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE, EXCAVATION, AND RETAINING WALLS. |
| Location Description | DEL NORTE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/22/2025) |
Sample Information
| Sample Taken Date | 06/03/2026 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 06/05/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete |
| The quantity of what the sample constitutes | 54 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andre | Last name of sampler or witnessed by | Woods |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater Starry pit | 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 | Concrete | The concrete mix design number | S-C2 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3628 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharged from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-06-03-53
DIME Test ID: 2026-06-03-53-1
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-06-17
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Andre Woods
Date of test: 06/17/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 58817 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Compressive strength of cylinder (to nearest 10 psi): 4680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2026 ✔