Summary for Test 2024-11-04-74-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 11/04/2024 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 11/05/2024 |
| Sample type | Acceptance | A brief description of the sample | JPCP- cylinders |
| The quantity of what the sample constitutes | 600-900CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPCI onsite | Transportation Laboratory (TL) Number | |
| 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 | G3-18-PCC-128R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 78 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | 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: 2024-11-04-74
DIME Test ID: 2024-11-04-74-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-12-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 12/16/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 66430 lb
Maximum load on cylinder 2: 73830 lb
Maximum load on cylinder 3: 76460 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5234.8 psi
Compressive strength of cylinder 2: 5845.6 psi
Compressive strength of cylinder 3: 6053.8 psi
Compressive strength (to nearest 10 psi): 5710 psi
General comments (publicly viewable) (Max 1000 characters): initial cure temperature not comply with test method
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37049_241104_25_42D | 111.91 KB | 12/16/2024 | 2024-11-04-74-1 | Info |
Test was verified on 12/16/2024 ✔