Summary for Test 2019-11-19-7-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-99.5-100.9 |
| Award Date | 02/19/2019 |
| Closeout Date | 03/24/2020 |
| Work Description | WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN |
| Location Description | SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395 |
| QA Service Level | 1 (Verified on 04/02/2019) |
Sample Information
| Sample Taken Date | 11/19/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 11/20/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 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 | Ekenne | Last name of sampler or witnessed by | Ezoke |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 997-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson Adelanto | Transportation Laboratory (TL) Number | 19 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | rt18 |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| 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 | Ortiz Enterprizes inc |
| A detailed description of where the material sample was collected | 5 cy | Where the material sample would have been placed if not sampled | rt18 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-11-19-7
DIME Test ID: 2019-11-19-7-2
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: 2020-01-14
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: 12/17/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 126440 lb
Maximum load on cylinder 2: 127310 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4456.8 psi
Compressive strength of cylinder 2: 4487.5 psi
Compressive strength (to nearest 10 psi): 4470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2020 ✔