Summary for Test 2023-02-23-4-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 993173 DEA: 042J88U4 EFIS: 0418000401 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-38.9/42.9 |
| Award Date | 03/16/2026 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 02/23/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2023 | Sample type | Per Request |
| A brief description of the sample | A core from the concrete culvert | The quantity of what the sample constitutes | 1 Culvert |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Saman |
| Last name of sampler or witnessed by | Barzegari | Title of sampler | |
| Telephone number of sampler | 9162164973 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Caltrans | |
| 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 Core | Detail description | 1 concrete Core |
|---|---|---|---|
| Structure names | Garnett Creek Branch Bridge | Type of material | Concrete core |
Test Details
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DIME Sample ID: 2023-02-23-4
DIME Test ID: 2023-02-23-4-1
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: 2023-03-02
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 03/01/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.35 in
Maximum load on cylinder 1: 54103 lbf
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 8.81 in^2
Compressive strength of cylinder (to nearest 10 psi): 6138 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 1
Test was verified on 3/2/2023 ✔