Summary for Test 2025-04-18-37-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 210687 DEA: 07316604 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-41.8/42.1, 41.8-42.1 |
| Award Date | 12/31/1969 |
| Closeout Date | 08/22/2018 |
| Work Description | INSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY |
| Location Description | IN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/18/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/07/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 6 x 12 JPCP Cylinders | The quantity of what the sample constitutes | 50 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kristopher |
| Last name of sampler or witnessed by | Martinez | Title of sampler | Materials Tester |
| Telephone number of sampler | 2135004518 | Laboratory sample identification | 25-0757 |
| 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 | SR-14 NB Technology to Avenue N Stations:3275+80 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SCI-12622-1 |
|---|---|---|---|
| The truck number from where the sample was collected | Ticket or Truck 5 | The batch plant ticket number from where the sample was collected | LOAD 5 |
| 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 | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-04-18-37
DIME Test ID: 2025-04-18-37-1
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: 2025-04-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kristopher Martinez
Date of test: 04/18/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.94 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 5.95 in
Maximum load on cylinder 1: 160739 lb
Maximum load on cylinder 2: 156814 lb
Maximum load on cylinder 3: 158649 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.71 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Cross sectional area of cylinder 3: 27.81 in^2
Compressive strength of cylinder 1: 5800.8 psi
Compressive strength of cylinder 2: 5638.8 psi
Compressive strength of cylinder 3: 5704.7 psi
Compressive strength (to nearest 10 psi): 5710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2025 ✔