Summary for Test 2025-09-12-54-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000851 DEA: 07351704 EFIS: 0718000204 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-118,118-15.6/R17.9 |
| Award Date | 03/25/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA. |
| Location Description | VENTURA COUNTY IN MOORPARK AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/11/2025) |
Sample Information
| Sample Taken Date | 09/12/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 09/12/2025 |
| Sample type | Acceptance | A brief description of the sample | 6x12 LCBRS 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 | QC | Last name of sampler or witnessed by | Sequoia QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | 25-1006 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Throop | Transportation Laboratory (TL) Number | 665854 |
| 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 | 2024-LCBRS |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | George Throop | 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: 2025-09-12-54
DIME Test ID: 2025-09-12-54-2
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: 2025-10-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 10/10/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Average diameter of cylinder 3: 6.03 in
Maximum load on cylinder 1: 59402 lb
Maximum load on cylinder 2: 56505 lb
Maximum load on cylinder 3: 61567 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Cross sectional area of cylinder 3: 28.56 in^2
Compressive strength of cylinder 1: 2087.2 psi
Compressive strength of cylinder 2: 1978.5 psi
Compressive strength of cylinder 3: 2155.7 psi
Compressive strength (to nearest 10 psi): 2070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2025 ✔