Summary for Test 2018-03-26-5-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211982 DEA: 060K4604 EFIS: 0612000105 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,99-57.3/57.8,43.9/44.6 |
| Award Date | 05/05/2017 |
| Closeout Date | 10/17/2019 |
| Work Description | REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION |
| QA Service Level | 1 (Verified on 06/26/2017) |
Sample Information
| Sample Taken Date | 03/26/2018 | 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 | 03/28/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 13 3x6 UHPC JS1000 cylinders |
| The quantity of what the sample constitutes | 13 3x6 cylinders | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | Palmaymesa |
| Title of sampler | METS Rep | Telephone number of sampler | (209) 815-1217 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Sema Construction Facility | Transportation Laboratory (TL) Number | Unknown |
| 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 | JS1000 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NA12345 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Contractors facility | Where the material sample would have been placed if not sampled | Trial Batch |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-03-26-5
DIME Test ID: 2018-03-26-5-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-04-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 04/23/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Maximum load on cylinder 1: 188124 lb
Maximum load on cylinder 2: 177296 lb
Maximum load on cylinder 3: 189657 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Compressive strength (to nearest 10 psi): 26000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2018 ✔