Summary for Test 2024-03-20-80-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215314 DEA: 07333004 EFIS: 0716000298 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,5-15.1/22.9 |
| Award Date | 10/20/2022 |
| Closeout Date | 08/20/2025 |
| Work Description | PROJECT PILOT 1 |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/20/2024 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 03/21/2024 |
| Sample type | Department Acceptance | A brief description of the sample | JPCP-CYLINDERS @ 42 days |
| The quantity of what the sample constitutes | 50 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TE Civil | Telephone number of sampler | |
| Laboratory sample identification | 24-0497 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | National Ready Mix | Transportation Laboratory (TL) Number | |
| 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 | 1625995 |
|---|---|---|---|
| The truck number from where the sample was collected | 67821 | The batch plant ticket number from where the sample was collected | NA |
| 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
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DIME Sample ID: 2024-03-20-80
DIME Test ID: 2024-03-20-80-1
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: 2024-05-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 05/02/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.04 in
Average diameter of cylinder 3: 6.04 in
Maximum load on cylinder 1: 166384 lb
Maximum load on cylinder 2: 166986 lb
Maximum load on cylinder 3: 167625 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Cross sectional area of cylinder 3: 28.65 in^2
Compressive strength of cylinder 1: 5825.8 psi
Compressive strength of cylinder 2: 5828.5 psi
Compressive strength of cylinder 3: 5850.8 psi
Compressive strength (to nearest 10 psi): 5840 psi
General comments (publicly viewable) (Max 1000 characters): SB Rte. 5 @ Calzona Off-Ramp
Test was verified on 5/2/2024 ✔