Summary for Test 2022-04-07-8-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
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DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
Award Date | 12/19/2019 |
Closeout Date | 05/07/2024 |
Work Description | REPLACE CONCRETE BARRIERS. |
Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
Sample Taken Date | 04/07/2022 | Sample Unique Key | 8 |
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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 | 04/08/2022 |
Sample type | Department Acceptance | A brief description of the sample | Concrete Test Samples |
The quantity of what the sample constitutes | 100 cu. yd. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
Title of sampler | MREA | Telephone number of sampler | 2133581518 |
Laboratory sample identification | 22-0707 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | OHL USA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | S29000 |
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The truck number from where the sample was collected | 20116 | The batch plant ticket number from where the sample was collected | 223771 |
Concrete batch plant | National Ready Mixed Concrete | The fabricator/manufacturer designation for the sample | OHL USA |
A detailed description of where the material sample was collected | Transit Mixer Chute | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-04-07-8
DIME Test ID: 2022-04-07-8-1
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: 2022-04-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/14/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 12643 lb
Maximum load on cylinder 2: 13484 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2022 ✔