Summary for Test 2023-08-21-1-8
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994929 DEA: 034J6804 EFIS: 0323000228 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-128-1/6 |
| Award Date | 04/01/2023 |
| Closeout Date | 04/01/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/26/2023) |
Sample Information
| Sample Taken Date | 08/21/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Phillip | Last name of sampler or witnessed by | Asher |
| Title of sampler | Assistant SR | Telephone number of sampler | 916-768-8293 |
| Laboratory sample identification | 128-SP1-20230821 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex | 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 | 1626827 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | Cemex | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | sample collected from concrete truck | Where the material sample would have been placed if not sampled | Intended for Soldier Pile 1 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-08-21-1
DIME Test ID: 2023-08-21-1-8
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: 2023-09-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/19/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 197727 lbf
Maximum load on cylinder 2: 200616 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 6993.0 psi
Compressive strength of cylinder 2: 7167.0 psi
Compressive strength (to nearest 10 psi): 7080 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/19/2023 ✔