Summary for Test 2026-09-19-28-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001169 DEA: 07314524 EFIS: 0722000300 COOP: 075283 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | 07/03/2023 |
| Closeout Date | Not set |
| Work Description | I-105 METRO Express Lanes Project |
| Location Description | LA-105 PM R0.6/R10.1, LA-110 PM R14.1/R16.6 |
| QA Service Level | 2 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 09/19/2026 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/19/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 120 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Carlos |
| Last name of sampler or witnessed by | Viramontes | Title of sampler | Materials Tester |
| Telephone number of sampler | 5628377377 | Laboratory sample identification | 081926-ID905-105EBJPCP-1 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| Transportation Laboratory (TL) Number | 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 | CT632CPA |
|---|---|---|---|
| The truck number from where the sample was collected | Truck or Ticket 311866 | The batch plant ticket number from where the sample was collected | Load 12 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Jobsite |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-09-19-28
DIME Test ID: 2026-09-19-28-3
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-10-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Carlos Viramontes
Date of test: 09/30/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.97 in
Maximum load on cylinder 1: 151117 lb
Maximum load on cylinder 2: 149161 lb
Maximum load on cylinder 3: 152791 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Compressive strength of cylinder 1: 5399.0 psi
Compressive strength of cylinder 2: 5329.1 psi
Compressive strength of cylinder 3: 5458.8 psi
Compressive strength (to nearest 10 psi): 5400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2026 ✔