Summary for Test 2025-06-09-125-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: HUM-299 Curve Improvement |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 06/09/2025 | Sample Unique Key | 125 |
|---|---|---|---|
| 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 | 06/10/2025 |
| Sample type | Quality Control | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 400 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Anson | Last name of sampler or witnessed by | Call |
| Title of sampler | SI | Telephone number of sampler | |
| Laboratory sample identification | C9978 | Linked DIME Sample ID | 2025-06-09-124 |
| 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 | E675WRF |
|---|---|---|---|
| The truck number from where the sample was collected | 94 | The batch plant ticket number from where the sample was collected | 42370 |
| Concrete batch plant | Eureka Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | Where the material sample would have been placed if not sampled | Wall C barrier slab |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-06-09-125
DIME Test ID: 2025-06-09-125-5
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: 2025-09-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dave Gonzales
Date of test: 07/07/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 50440 lb
Maximum load on cylinder 2: 48160 lb
Maximum load on cylinder 3: 50060 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 3940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2025 ✔