Summary for Test 2016-06-03-9-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211330 DEA: 081G9204 EFIS: 0816000108 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-181.9 |
| Award Date | 01/18/2016 |
| Closeout Date | 08/04/2016 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/31/2016) |
Sample Information
| Sample Taken Date | 06/03/2016 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2016 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | MIKE |
| Last name of sampler or witnessed by | NUNEZ | Title of sampler | QC TECH TWINING |
| Telephone number of sampler | Unknown | Laboratory sample identification | 915-30 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | LCB060316 30 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | SR 58 EXPRESSWAY AT HINKLEY RD | Structure name | LANE 2 EB STA 1471 00 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LB16-0022R2 |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | STA 1471 00 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-06-03-9
DIME Test ID: 2016-06-03-9-1
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: 2016-06-13
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: 06/10/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 20590 lb
Maximum load on cylinder 2: 20520 lb
Type of fracture pattern of cylinder 1: 1
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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 730.7 psi
Compressive strength of cylinder 2: 728.2 psi
Compressive strength (to nearest 10 psi): 730 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2016 ✔