Summary for Test 2022-10-04-80-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 10/04/2022 | Sample Unique Key | 80 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 6x12 JPCP cylinders | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Bezotte | Title of sampler | Sequoia QC |
| Telephone number of sampler | Laboratory sample identification | 22-2649 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Batch Plant | |
| Transportation Laboratory (TL) Number | 22-2649 | 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 | G3-21-PCC-249R |
|---|---|---|---|
| The truck number from where the sample was collected | 6 | The batch plant ticket number from where the sample was collected | 9005 |
| Concrete batch plant | Granite Costruction Ventura | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Skip loader to wheel barrow | 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: 2022-10-04-80
DIME Test ID: 2022-10-04-80-1
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: 2022-11-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 11/15/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 183531 lb
Maximum load on cylinder 2: 164454 lb
Maximum load on cylinder 3: 171261 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
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: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 6426.2 psi
Compressive strength of cylinder 2: 5778.4 psi
Compressive strength of cylinder 3: 6017.6 psi
Compressive strength (to nearest 10 psi): 6070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2022 ✔