Summary for Test 2026-05-06-87-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001391 DEA: 051S4904 EFIS: 0525000044 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-1-10.14 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavating and Grading, repair/stabilize embankment, Soldier Pile Wall construction, Paving, Providing temporary traffic control |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/15/2025) |
Sample Information
| Sample Taken Date | 05/06/2026 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 05/07/2026 |
| Sample type | Quality Control | A brief description of the sample | 6x12 Cylinders |
| The quantity of what the sample constitutes | 7 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ronnie | Last name of sampler or witnessed by | Roberts |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 590GN3010 Set 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CalPortland | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Coping Wall, Truck #6606 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590GN3010 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 | The batch plant ticket number from where the sample was collected | 2185648 |
| Concrete batch plant | CalPortland | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | Coping Wall, Truck #6606 | 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: 2026-05-06-87
DIME Test ID: 2026-05-06-87-5
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: 2026-06-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Silva
Date of test: 05/13/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 99310 lb
Maximum load on cylinder 2: 93870 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 3420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2026 ✔