Summary for Test 2024-04-15-64-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
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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 | 04/15/2024 | Sample Unique Key | 64 |
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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 | 04/15/2024 |
Sample type | Department Acceptance | A brief description of the sample | 6x12 LCBRS 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 | Dane | Last name of sampler or witnessed by | Trudeau |
Title of sampler | Sequoia QC | Telephone number of sampler | |
Laboratory sample identification | 24-0654 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Short Load Concrete | Transportation Laboratory (TL) Number | 41524 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-30-EHI (LCB-RS) |
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The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | Short load concrete | 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
DIME Sample ID: 2024-04-15-64
DIME Test ID: 2024-04-15-64-1
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: 2024-05-06
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: 04/22/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139600 lb
Maximum load on cylinder 2: 141426 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4888.0 psi
Compressive strength of cylinder 2: 5002.7 psi
Compressive strength (to nearest 10 psi): 4950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔