Summary for Test 2024-04-17-104-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994654 DEA: 07313504 EFIS: 0715000090 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,VEN-1-37.7/62.9,0.0/0.9 |
| Award Date | 07/20/2023 |
| Closeout Date | Not set |
| Work Description | REMOVE AND CONSTRUCT BRIDGE AND CULVERTS. |
| Location Description | LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF TEMESCAL CANYON ROAD TO 0.1 MILE NORTH OF TONGA STREET |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 04/17/2024 | Sample Unique Key | 104 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/18/2024 | Sample type | Quality Control |
| A brief description of the sample | 4x8 cylinders | The quantity of what the sample constitutes | 26 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Lovett | Title of sampler | QC Field Technician |
| Telephone number of sampler | Laboratory sample identification | SL675350CE | |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Associated Ready Mix |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 00-0000 | Structure name | 26025 Pacific Coast Highway, Malibu, Ca |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SL675350CE |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | 26025 Pacific Coast Highway | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2024-04-17-104
DIME Test ID: 2024-04-17-104-6
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Kaus
Date of test: 04/19/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 21300 lb
Maximum load on cylinder 2: 22930 lb
Maximum load on cylinder 3: 23610 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 2 days
Age of specimen in hours: 48 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 1800 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔