Summary for Test 2016-02-12-2-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 208714 DEA: 08043514 EFIS: 0800000010 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-58-R22.2/R31.1 |
| Award Date | 12/30/2014 |
| Closeout Date | 08/29/2018 |
| Work Description | REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY |
| Location Description | HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD. |
| QA Service Level | 1 (Verified on 03/22/2013) |
Sample Information
| Sample Taken Date | 02/12/2016 | 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 | 02/17/2016 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete 6 x 12 Cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Taleb |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 915-C31 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | C31 |
| 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 | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1206 | The batch plant ticket number from where the sample was collected | 1418928 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Batch Plant |
| A detailed description of where the material sample was collected | BACK OF THE TRUCK | Where the material sample would have been placed if not sampled | Lenwood OC Bridge stem and soffit |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-02-12-2
DIME Test ID: 2016-02-12-2-3
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: 2016-03-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 03/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 141350 lb
Maximum load on cylinder 2: 143570 lb
Type of fracture pattern of cylinder 1: 3
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: no data
Age of specimen: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2016 ✔