Summary for Test 2022-05-11-49-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 05/11/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 05/12/2022 |
| Sample type | Acceptance | A brief description of the sample | 6X12 PCC cylinder |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Lenin | Last name of sampler or witnessed by | Orozco |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
| Laboratory sample identification | 22-0122 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | National Ready Mix Concrete Company | Transportation Laboratory (TL) Number | TL 502 505 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | S72001 |
|---|---|---|---|
| The truck number from where the sample was collected | 2014 | The batch plant ticket number from where the sample was collected | 450798 |
| Concrete batch plant | National Ready Mix Concrete Co | 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: 2022-05-11-49
DIME Test ID: 2022-05-11-49-1
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: 2022-06-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 06/08/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 135020 lb
Maximum load on cylinder 2: 136130 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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4759.3 psi
Compressive strength of cylinder 2: 4798.4 psi
Compressive strength (to nearest 10 psi): 4780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2022 ✔