Summary for Test 2023-10-12-25-3
Test performed: ASTM C39-21Project 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 | 10/12/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/13/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 5000 Psi Mix |
| The quantity of what the sample constitutes | 20 cubic yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | 6614400636 |
| Laboratory sample identification | Conc-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 Foundation |
Material Information
| Material Type | Concrete | The concrete mix design number | 1304.18.25.A |
|---|---|---|---|
| The truck number from where the sample was collected | 74 | The batch plant ticket number from where the sample was collected | 55958 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CMS Foundation Upper 10 feet | 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: 2023-10-12-25
DIME Test ID: 2023-10-12-25-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/27/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 3.5 lb
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: 52650 lb
Maximum load on cylinder 2: 51660 lb
Maximum load on cylinder 3: 53780 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: 46 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4190.0 psi
Compressive strength of cylinder 2: 4110.0 psi
Compressive strength of cylinder 3: 4280 psi
Compressive strength (to nearest 10 psi): 4190 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): PCC-01
Test was verified on 11/28/2023 ✔