Summary for Test 2026-03-17-51-1
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 | 03/17/2026 | Sample Unique Key | 51 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/24/2026 |
| Sample type | Acceptance | A brief description of the sample | 4X8 PCC cylinders |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Majid | Last name of sampler or witnessed by | Karimi |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
| Laboratory sample identification | 26-066 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | State Ready Mix | Transportation Laboratory (TL) Number | 10102025 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SL675350CE |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | State Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | truck chute | 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: 2026-03-17-51
DIME Test ID: 2026-03-17-51-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-04-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 03/31/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 57528 lb
Maximum load on cylinder 2: 53191 lb
Maximum load on cylinder 3: 58145 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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4533.3 psi
Compressive strength of cylinder 2: 4168.6 psi
Compressive strength of cylinder 3: 4582.0 psi
Compressive strength (to nearest 10 psi): 4430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2026 ✔