Summary for Test 2024-06-15-20-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
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DIST-CO-RTE-PM | 07-LA-605-20.2/26 |
Award Date | 04/12/2023 |
Closeout Date | Not set |
Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION |
QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
Sample Taken Date | 06/15/2024 | Sample Unique Key | 20 |
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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 | 06/15/2024 |
Sample type | Acceptance | A brief description of the sample | LCB-RS |
The quantity of what the sample constitutes | 33 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 | (213) 358-1518 |
Laboratory sample identification | 24-1485 | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-30-EHI |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
Concrete batch plant | 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: 2024-06-15-20
DIME Test ID: 2024-06-15-20-1
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: 2024-06-25
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: 06/22/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 145436 lb
Maximum load on cylinder 2: 138630 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 6
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: 28.27 in^2
Compressive strength (to nearest 10 psi): 5020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2024 ✔