Summary for Test 2025-12-10-42-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R73.7 |
| Award Date | 02/06/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS. |
| Location Description | LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 11/25/2024) |
Sample Information
| Sample Taken Date | 12/10/2025 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/11/2025 | Sample type | Quality Control |
| A brief description of the sample | 4x8 cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brenda |
| Last name of sampler or witnessed by | Amaya | Title of sampler | QC Field Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | S63C451T1 Set 1 | The fabricator/manufacturer/facility name | National Ready Mix Santa Clarita |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | S/D Barrier Leftside S/B S.O Templin Hwy | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | S63C451T1 |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | National Ready Mix | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | S/D Barrier Leftside S/B S.O Templin Hwy | Where the material sample would have been placed if not sampled | |
| From Lot No. | 1 | Bag Lot No. | 1 |
Test Details
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DIME Sample ID: 2025-12-10-42
DIME Test ID: 2025-12-10-42-5
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: 2026-01-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Silva
Date of test: 01/07/2026
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: 49080 lb
Maximum load on cylinder 2: 46200 lb
Maximum load on cylinder 3: 48170 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: 28 days
Age of specimen in hours: 0 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): 3810 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/7/2026 ✔