Summary for Test 2019-10-18-5-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-42.5/46.0 |
| Award Date | 11/05/2015 |
| Closeout Date | 01/18/2022 |
| Work Description | WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR. |
| Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/15/2015) |
Sample Information
| Sample Taken Date | 10/18/2019 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 10/21/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ekene | Last name of sampler or witnessed by | Ezeoke |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 934-1018 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 20191018 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | E st and I15 Victorville |
Material Information
| Material Type | Concrete | The concrete mix design number | na |
|---|---|---|---|
| The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SKANSKA AMES |
| A detailed description of where the material sample was collected | 28 cy lcb | Where the material sample would have been placed if not sampled | E st and I15 Victorville |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-10-18-5
DIME Test ID: 2019-10-18-5-1
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: 2019-11-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/25/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 28750 lb
Maximum load on cylinder 2: 30060 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 1013.4 psi
Compressive strength of cylinder 2: 1056.2 psi
Compressive strength (to nearest 10 psi): 1030 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2019 ✔