Summary for Test 2023-06-14-70-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993664 DEA: 073311U4 EFIS: 0719000098 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23,101-R3.3/R3.7,0.2/40.8 |
| Award Date | 08/31/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT GUARDRAILS AND CONCRETE BARRIER. |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 06/14/2023 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 6X12 PCC 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 | Ana |
| Last name of sampler or witnessed by | Trujillo | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | Laboratory sample identification | 23-206 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated Ready Mix | |
| Transportation Laboratory (TL) Number | 061423 | 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 | SL590330 |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 6844641 |
| Concrete batch plant | Associated Ready Mix Oxnard | 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: 2023-06-14-70
DIME Test ID: 2023-06-14-70-1
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: 2023-06-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 06/21/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 100266 lb
Maximum load on cylinder 2: 100174 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 3582.2 psi
Compressive strength of cylinder 2: 3578.9 psi
Compressive strength (to nearest 10 psi): 3580 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2023 ✔