Summary for Test 2025-01-18-1-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/18/2025 | 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 | 01/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3in diameter concrete cylinders |
| The quantity of what the sample constitutes | 2 concrete core cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 3109128014 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pacific Palisades Fire Site | 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 | Two core cylinders are three inch in diameter and about 9 inches tall |
|---|---|---|---|
| Structure names | Taken from bottom of first concrete waler between piles 11 and 12 at location 2 Getty Villa | Type of material | Concrete core |
Test Details
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DIME Sample ID: 2025-01-18-1
DIME Test ID: 2025-01-18-1-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-20
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: 01/20/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 3.34 in
Maximum load on cylinder 1: 60330 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 2 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 8.76 in^2
Compressive strength of cylinder (to nearest 10 psi): 6890 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Concrete Age Unknown. Concrete #2. Sample: 2-6-3-b. Getty Villa Location 2. Taken from bottom of first concrete whaler between piles 11&12. "Vertical zero gap to soil nails. A nail was hit @ 7" deep." Lab: Core cut prior to compression, no nail in compressive specimen.
Test was verified on 1/20/2025 ✔