Summary for Test 2015-06-01-1-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209788 DEA: 034F0704 EFIS: 0314000020 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-17.1 |
| Award Date | 10/31/2014 |
| Closeout Date | 11/30/2017 |
| Work Description | WIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING. |
| Location Description | SACRAMENTO COUNTY AT NATOMA OVERHEAD |
| QA Service Level | 1 (Verified on 12/26/2014) |
Sample Information
| Sample Taken Date | 06/01/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/02/2015 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Oleg | Last name of sampler or witnessed by | Kreydich |
| Title of sampler | SR | Telephone number of sampler | (530) 204-7059 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 24 0120 |
| Structure name | Natoma OH |
Material Information
| Material Type | Concrete | The concrete mix design number | F628AFS0 |
|---|---|---|---|
| The truck number from where the sample was collected | 91 | The batch plant ticket number from where the sample was collected | 1062624 |
| Concrete batch plant | 1B | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Discharge from truck into wheelbarrow | Where the material sample would have been placed if not sampled | Left Bent 5 Column |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-01-1
DIME Test ID: 2015-06-01-1-3
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: 2015-06-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 06/29/2015
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: 103579 lb
Maximum load on cylinder 2: 112347 lb
Type of fracture pattern of cylinder 1: 1
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3651.0 psi
Compressive strength of cylinder 2: 3960.1 psi
Compressive strength (to nearest 10 psi): 3810 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 6/29/2015 ✔