Summary for Test 2022-10-19-51-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214670 DEA: 07331004 EFIS: 0716000220 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-9.0/9.2 |
| Award Date | 04/13/2022 |
| Closeout Date | Not set |
| Work Description | CONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 10/19/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 10/20/2022 |
| Sample type | Acceptance | A brief description of the sample | LCB |
| The quantity of what the sample constitutes | 10CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Chotibhongs |
| Title of sampler | MREA | Telephone number of sampler | 213-817-2387 |
| Laboratory sample identification | 22-2783 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Powell Construction | 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 | s30c396L0A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 589884 | |
| Concrete batch plant | National Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute discharge into wheel barrel | 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: 2022-10-19-51
DIME Test ID: 2022-10-19-51-1
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: 2022-10-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 10/26/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 15251 lb
Maximum load on cylinder 2: 15265 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 539.5 psi
Compressive strength of cylinder 2: 538.1 psi
Compressive strength (to nearest 10 psi): 540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2022 ✔