Summary for Test 2023-11-28-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994851 DEA: 034J5004 EFIS: 0323000177 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-0.24/0.24 |
| Award Date | 05/08/2023 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/31/2023) |
Sample Information
| Sample Taken Date | 11/28/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 11/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 12 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Spencer | Last name of sampler or witnessed by | Adams |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Precision Volumetric Truck | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Fort Sutter Viaduct |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | 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: 2023-11-28-1
DIME Test ID: 2023-11-28-1-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 11/28/2023
Capped in accordance with?: ASTM C39 - Ground End
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: 50588 lb
Maximum load on cylinder 2: 57945 lb
Maximum load on cylinder 3: 39455 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 0 days
Age of specimen in hours: 3 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 of cylinder 1: 4024.5 psi
Compressive strength of cylinder 2: 4609.8 psi
Compressive strength of cylinder 3: 3138.8 psi
Compressive strength (to nearest 10 psi): 3920 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/28/2023 ✔