Summary for Test 2025-02-18-29-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215741 DEA: 01366004 EFIS: 0100000127 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-80.0/84.0 |
| Award Date | 12/29/2022 |
| Closeout Date | Not set |
| Work Description | Indianola Cutoff UC |
| Location Description | HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 02/18/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 02/18/2025 |
| Sample type | Quality Control | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 260 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | Arnold |
| Title of sampler | SI | Telephone number of sampler | |
| Laboratory sample identification | C9747 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eureka Ready Mix | 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 | CE675DH |
|---|---|---|---|
| The truck number from where the sample was collected | 94 | The batch plant ticket number from where the sample was collected | 41094 |
| Concrete batch plant | Eureka Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | concrete sample from wheel barrow | Where the material sample would have been placed if not sampled | Wing Wall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-02-18-29
DIME Test ID: 2025-02-18-29-5
Testing Lab: SHN Engineers & Geologists, Incorporated
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-05
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Skilynn Campbell
Date of test: 02/25/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 64080 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 5100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2025 ✔