Summary for Test 2015-07-31-2-3
Test performed: CTM 521-November 2014Project 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 | 07/31/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/03/2015 | Sample type | Quality Control |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | C AND M |
| Last name of sampler or witnessed by | DIKE AND TALEB | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 915-01 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | JOB |
| Transportation Laboratory (TL) Number | 001 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | BRIDGE FOOTING FOR HINKLEY OC |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B38 |
|---|---|---|---|
| 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 | CHUTE | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-07-31-2
DIME Test ID: 2015-07-31-2-3
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: 2015-08-28
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: 08/28/2015
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 128750 lb
Maximum load on cylinder 2: 130100 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4523.9 psi
Compressive strength of cylinder 2: 4571.3 psi
Compressive strength (to nearest 10 psi): 4550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2015 ✔