Summary for Test 2024-12-17-14-1
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 | 12/17/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 12/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Three cylinders for 28-day break. |
| The quantity of what the sample constitutes | 137 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 | E675SR |
|---|---|---|---|
| The truck number from where the sample was collected | 79 | The batch plant ticket number from where the sample was collected | 40536 |
| Concrete batch plant | Eureka Ready Mix Concrete Company | The fabricator/manufacturer designation for the sample | Eureka Ready Mix |
| A detailed description of where the material sample was collected | Concrete collected from the back of truck. | Where the material sample would have been placed if not sampled | ABUTMENT 2 FOOTING |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-12-17-14
DIME Test ID: 2024-12-17-14-1
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: 2025-01-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tom Brown
Date of test: 01/14/2025
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: 58480 lb
Maximum load on cylinder 2: 61550 lb
Maximum load on cylinder 3: 60870 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): 4800 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2025 ✔