Summary for Test 2024-04-18-35-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-27-0.0/18.6 |
| Award Date | 11/06/2023 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING AC PAVEMENT & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 04/18/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/19/2024 | Sample type | Department Acceptance |
| A brief description of the sample | RSC-LCB | The quantity of what the sample constitutes | 50 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dane |
| Last name of sampler or witnessed by | Trudeau | Title of sampler | Sequoia QC |
| Telephone number of sampler | Laboratory sample identification | 24-0688 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Short Load Concrete | |
| 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 | CTS-30-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | LOAD 2 | The batch plant ticket number from where the sample was collected | LOAD 2 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | 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: 2024-04-18-35
DIME Test ID: 2024-04-18-35-1
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: 2024-04-26
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/25/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 46349 lb
Maximum load on cylinder 2: 47414 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 1633.7 psi
Compressive strength of cylinder 2: 1666.0 psi
Compressive strength (to nearest 10 psi): 1650 psi
General comments (publicly viewable) (Max 1000 characters): Rte. 27 @ Topanga Canyon Blvd & Parthenia St.
Test was verified on 4/26/2024 ✔