Summary for Test 2022-09-09-22-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
| Award Date | 06/23/2022 |
| Closeout Date | 12/12/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
| Sample Taken Date | 09/09/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 09/09/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Ass Stur Rep | Telephone number of sampler | |
| Laboratory sample identification | 1046-02 | Linked DIME Sample ID | 2022-09-09-22 |
| The fabricator/manufacturer/facility name | Las Vegs Paving Company-Las Vegas | Transportation Laboratory (TL) Number | 02 |
| 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 | P40F023 |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 1075779 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Barrier Type 505D Wall | 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: 2022-09-09-22
DIME Test ID: 2022-09-09-22-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-12-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 10/07/2022
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
Maximum load on cylinder 1: 54390 lb
Maximum load on cylinder 2: 51010 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength of cylinder 1: 4327.0 psi
Compressive strength of cylinder 2: 4058.1 psi
Compressive strength (to nearest 10 psi): 4190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2022 ✔