Summary for Test 2016-12-21-6-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211068 DEA: 080N5504 EFIS: 0800020102 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R105.2/R106.5 |
| Award Date | 04/21/2016 |
| Closeout Date | 08/09/2018 |
| Work Description | REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/10/2016) |
Sample Information
| Sample Taken Date | 12/21/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/27/2016 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 6 Concrete Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | Bersbach | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 947-1221 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Cemex |
| Transportation Laboratory (TL) Number | 1221 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1592266 |
|---|---|---|---|
| The truck number from where the sample was collected | 35790 | The batch plant ticket number from where the sample was collected | 4394413 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Load 4 | Where the material sample would have been placed if not sampled | ABUTMENT 1 PIER 7 CAP |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-12-21-6
DIME Test ID: 2016-12-21-6-2
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: 2017-01-04
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: 01/04/2017
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: 160390 lb
Maximum load on cylinder 2: 158100 lb
Type of fracture pattern of cylinder 1: 3
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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 14 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 of cylinder 1: 5673.5 psi
Compressive strength of cylinder 2: 5592.5 psi
Compressive strength (to nearest 10 psi): 5630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2017 ✔