Summary for Test 2023-05-24-24-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R96.1/R124.3 |
| Award Date | 08/02/2022 |
| Closeout Date | 02/23/2024 |
| Work Description | IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE. |
| Location Description | SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/30/2022) |
Sample Information
| Sample Taken Date | 05/24/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Alvin | Last name of sampler or witnessed by | Anggito |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1047-524 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 2127 | The batch plant ticket number from where the sample was collected | 7421328 |
| Concrete batch plant | Robertson Ready Mix Barstow | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Box Culvert Construction on the Freeway Median Drainage System 14 to 19 walls roof and parapet | 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: 2023-05-24-24
DIME Test ID: 2023-05-24-24-2
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: 2023-07-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/05/2023
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: 4.01 in
Maximum load on cylinder 1: 66690 lb
Maximum load on cylinder 2: 62810 lb
Maximum load on cylinder 3: 66000 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 42 days
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: 12.63 in^2
Compressive strength of cylinder 1: 5305.5 psi
Compressive strength of cylinder 2: 4996.8 psi
Compressive strength of cylinder 3: 5225.7 psi
Compressive strength (to nearest 10 psi): 5180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2023 ✔