Summary for Test 2024-02-22-11-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994968 DEA: 120M82C4 EFIS: 1219000036 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-7.9/10.5 |
| Award Date | 12/13/2022 |
| Closeout Date | 12/01/2025 |
| Work Description | Place RHMA-G and minor concrete and modify electrical system. |
| Location Description | In Orange County In Laguna Beach, On State Route 1 (Also Known As Pacific Coast Highway Or Sr-1) From Ruby Street (Pm 7.9) To Ledroit |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 02/22/2024 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 3 1/4"x8" concrete core samples | The quantity of what the sample constitutes | 3 pcs |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joaquin |
| Last name of sampler or witnessed by | Moreno | Title of sampler | |
| Telephone number of sampler | 7146990897 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Caltrans METS | |
| 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 | concrete core samples 3in x 8in |
|---|---|---|---|
| Structure names | PCH sidewalk deck | Type of material | Core samples |
Test Details
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DIME Sample ID: 2024-02-22-11
DIME Test ID: 2024-02-22-11-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-03-20
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/29/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.33 in
Maximum load on cylinder 1: 54260 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): CORE D3 278, R13.5
Correction factor for cylinder 1: 1.00
Age of specimen: 1 days
Cross sectional area of cylinder 1: 8.71 in^2
Compressive strength of cylinder (to nearest 10 psi): 6230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2024 ✔