Summary for Test 2019-02-25-6-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212908 DEA: 07300404 EFIS: 0713000435 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-1.5/29.1 |
| Award Date | 02/21/2018 |
| Closeout Date | Not set |
| Work Description | SLOPE PROTECTION AND BMP CONSTRUCTION. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND NEAR CALABASAS FROM 0.1 MILE SOUTH OF ROUTE 101/110 SEPARATION TO 0.1 MILE NORTH OF MUREAU ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 05/09/2018) |
Sample Information
| Sample Taken Date | 02/25/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/25/2019 |
| 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 | ADRIANA | Last name of sampler or witnessed by | PIMIENTA |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 985-225 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | National Ready Mix Concrete Company | Transportation Laboratory (TL) Number | 190225 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | FWY MEDIAN AT US 101 AND VERMONT | |
| Structure name | AVSF FOOTING AT LOCATION 10 |
Material Information
| Material Type | Concrete | The concrete mix design number | S77077 |
|---|---|---|---|
| The truck number from where the sample was collected | 2001 | The batch plant ticket number from where the sample was collected | 214592 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | POWELL CONSTRUCTORS |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | FWY MEDIAN AT US 101 AND VERMONT |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-02-25-6
DIME Test ID: 2019-02-25-6-2
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: 2019-03-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: EJ
Date of test: 03/25/2019
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: 196870 lb
Maximum load on cylinder 2: 205110 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.46 in^2
Compressive strength of cylinder 1: 6939.4 psi
Compressive strength of cylinder 2: 7207.0 psi
Compressive strength (to nearest 10 psi): 7070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/28/2019 ✔