Summary for Test 2026-04-28-79-5
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 | 04/28/2026 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2026 | Sample type | Quality Control |
| A brief description of the sample | 6x12 Cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Erik |
| Last name of sampler or witnessed by | Villalba | Title of sampler | Field Technician |
| Telephone number of sampler | Laboratory sample identification | ORSLBD50 Set 2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated Ready Mix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Bridge Paving | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ORSLBD50 |
|---|---|---|---|
| The truck number from where the sample was collected | 452 | The batch plant ticket number from where the sample was collected | 6144117 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 2 | |
| A detailed description of where the material sample was collected | E/B PCH | 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: 2026-04-28-79
DIME Test ID: 2026-04-28-79-5
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: 2026-09-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jose Garibaldo
Date of test: 05/26/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Maximum load on cylinder 1: 239633 lb
Maximum load on cylinder 2: 243325 lb
Maximum load on cylinder 3: 245447 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Compressive strength (to nearest 10 psi): 8560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2026 ✔