Summary for Test 2016-03-14-2-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210737 DEA: 073X7114 EFIS: 0715000132 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,126-R7.4/R8.1 |
| Award Date | 11/16/2015 |
| Closeout Date | 06/16/2021 |
| Work Description | REALIGN RAMPS, WIDEN BRIDGE, AND REPLACE RAMPS PAVEMENT. |
| Location Description | IN LA COUNTY, IN CITY OF MONTEBELLOAT PARAMOUNT BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/11/2015) |
Sample Information
| Sample Taken Date | 03/14/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 03/16/2016 |
| 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 | John | Last name of sampler or witnessed by | Lee |
| Title of sampler | Structure Representative | Telephone number of sampler | Unknown |
| Laboratory sample identification | 929-94 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Plant | Transportation Laboratory (TL) Number | 1269494 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | S62578 |
|---|---|---|---|
| The truck number from where the sample was collected | 361 | The batch plant ticket number from where the sample was collected | 1269494 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
| A detailed description of where the material sample was collected | Batch Plant | Where the material sample would have been placed if not sampled | 60 Paramount WB off Ramp |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-03-14-2
DIME Test ID: 2016-03-14-2-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-04-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/11/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 109400 lb
Maximum load on cylinder 2: 109090 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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3894.6 psi
Compressive strength of cylinder 2: 3883.6 psi
Compressive strength (to nearest 10 psi): 3890 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2016 ✔