Summary for Test 2022-09-22-18-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215063 DEA: 032F5704 EFIS: 0300020615 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-80-46.3/63.5 |
| Award Date | 09/23/2020 |
| Closeout Date | 08/11/2023 |
| Work Description | Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/16/2020) |
Sample Information
| Sample Taken Date | 09/22/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/23/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tad | Last name of sampler or witnessed by | Sampson |
| Title of sampler | Resident Engineer | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Calportland | Transportation Laboratory (TL) Number | 188837 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 7815-WSR6 |
|---|---|---|---|
| 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 | Unknown | 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: 2022-09-22-18
DIME Test ID: 2022-09-22-18-1
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: 2022-09-29
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: 09/29/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 120036 lbf
Maximum load on cylinder 2: 138449 lbf
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4,217.0 psi
Compressive strength of cylinder 2: 4,864.0 psi
Compressive strength (to nearest 10 psi): 4540 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 9/29/2022 ✔