Summary for Test 2023-06-15-38-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-55-58 |
| Award Date | 02/18/2021 |
| Closeout Date | 04/23/2026 |
| Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
| Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
| QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
| Sample Taken Date | 06/15/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 4X8 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 | Hamid |
| Last name of sampler or witnessed by | Boroomand | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | Laboratory sample identification | 23-205 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated Ready Mix | |
| Transportation Laboratory (TL) Number | 061623 | 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 | ORSLBD50 |
|---|---|---|---|
| The truck number from where the sample was collected | 0510 | The batch plant ticket number from where the sample was collected | 6124909 |
| Concrete batch plant | Associated Ready Mix | 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: 2023-06-15-38
DIME Test ID: 2023-06-15-38-2
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: 2023-06-29
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: 06/29/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 102908 lb
Maximum load on cylinder 2: 101503 lb
Maximum load on cylinder 3: 103506 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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 8109.4 psi
Compressive strength of cylinder 2: 7998.7 psi
Compressive strength of cylinder 3: 8156.5 psi
Compressive strength (to nearest 10 psi): 8090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2023 ✔