Summary for Test 2017-02-25-3-2
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 | 02/25/2017 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/06/2017 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 4 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 | 947-16 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | cemex | Transportation Laboratory (TL) Number | 947-16 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 16 | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 1593244 |
|---|---|---|---|
| The truck number from where the sample was collected | 5780 | The batch plant ticket number from where the sample was collected | 44026514 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | site | Where the material sample would have been placed if not sampled | frame 1 deck pour sample 3 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-02-25-3
DIME Test ID: 2017-02-25-3-2
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: 2017-03-22
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: 03/25/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 165520 lb
Maximum load on cylinder 2: 170200 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: 30 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5815.9 psi
Compressive strength of cylinder 2: 6020.5 psi
Compressive strength (to nearest 10 psi): 5920 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/28/2017 ✔