Summary for Test 2025-11-05-64-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995193 DEA: 07356604 EFIS: 0719000026 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-R10.2/20.2 |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION |
| QA Service Level | 1 (Verified on 10/03/2023) |
Sample Information
| Sample Taken Date | 11/05/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2025 | Sample type | Acceptance |
| A brief description of the sample | 6X12 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 | John |
| Last name of sampler or witnessed by | Consultant | Title of sampler | QC consultant |
| Telephone number of sampler | Laboratory sample identification | 25-1176 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Myers and Sons | |
| Transportation Laboratory (TL) Number | 12290 | 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 | RRM11058 |
|---|---|---|---|
| The truck number from where the sample was collected | LOAD 2 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Myers And Sons | 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: 2025-11-05-64
DIME Test ID: 2025-11-05-64-1
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: 2025-11-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: James Lee
Date of test: 11/12/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 156524 lb
Maximum load on cylinder 2: 162366 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5592.1 psi
Compressive strength of cylinder 2: 5780.2 psi
Compressive strength (to nearest 10 psi): 5690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2025 ✔