Summary for Test 2025-04-15-8-1
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 | 04/15/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/16/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Fiber deck mix | The quantity of what the sample constitutes | 480 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sam |
| Last name of sampler or witnessed by | Kaplan | Title of sampler | ASR |
| Telephone number of sampler | 707-496-0826 | Laboratory sample identification | |
| 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 | 04-0314 (Indianola Cutoff UC) | Structure name | Indianola Cutoff UC |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | E750FBR |
|---|---|---|---|
| The truck number from where the sample was collected | 85 | The batch plant ticket number from where the sample was collected | 41675 |
| Concrete batch plant | Arcata ERM plant | The fabricator/manufacturer designation for the sample | Load 6 |
| A detailed description of where the material sample was collected | Shoveled from back of concrete truck. | Where the material sample would have been placed if not sampled | In the bridge deck. |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-04-15-8
DIME Test ID: 2025-04-15-8-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-04-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 04/25/2025
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: 69650 lb
Maximum load on cylinder 2: 71030 lb
Maximum load on cylinder 3: 62300 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 10 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): 5380 psi
General comments (publicly viewable) (Max 1000 characters): 10 Day Break 4/25/25
Test was verified on 4/25/2025 ✔