Summary for Test 2015-04-23-5-2
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209681 DEA: 080J9304 EFIS: 0800020192 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-147.6 |
| Award Date | 08/25/2014 |
| Closeout Date | 07/22/2015 |
| Work Description | BRIDGE REHABILITATION |
| Location Description | SAN BERNARDINO COUNTY NEAR BAKER AT HALLORAN WASH BRIDGE. |
| QA Service Level | 1 (Verified on 10/08/2014) |
Sample Information
| Sample Taken Date | 04/23/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/27/2015 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ahmad |
| Last name of sampler or witnessed by | Ankir | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 904-15 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Robertson Ready Mix |
| Transportation Laboratory (TL) Number | 081415 | 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 | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-04-23-5
DIME Test ID: 2015-04-23-5-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-07
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: 05/07/2015
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 85740 lb
Maximum load on cylinder 2: 86890 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3032.9 psi
Compressive strength of cylinder 2: 3062.7 psi
Compressive strength (to nearest 10 psi): 3050 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2015 ✔