Summary for Test 2023-08-23-61-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993685 DEA: 09382304 EFIS: 0919000038 |
|---|---|
| DIST-CO-RTE-PM | 09-KER,MNO-395-Var |
| Award Date | 06/15/2022 |
| Closeout Date | 08/29/2024 |
| Work Description | FURNISH AND INSTALL SIGN STRUCTURE (TRUSS); AND PLACE AND MODIFY CMS. |
| Location Description | KERN AND MONO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 10/31/2022) |
Sample Information
| Sample Taken Date | 08/23/2023 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Structural PCC | The quantity of what the sample constitutes | 12 PCC 4x8 Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Armon | Title of sampler | Structures Rep |
| Telephone number of sampler | Laboratory sample identification | PCC-01 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mammoth ready mix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | CMS LOC 2 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1304-18-25A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Truck 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Middle of Truck 1 | 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: 2023-08-23-61
DIME Test ID: 2023-08-23-61-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-08-30
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/30/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 37590 lb
Maximum load on cylinder 2: 38590 lb
Maximum load on cylinder 3: 40220 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Cross sectional area of cylinder 3: 0 in^2
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break
Test was verified on 8/30/2023 ✔