Summary for Test 2015-06-19-11-5
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210032 DEA: 044A0904 EFIS: 0415000178 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29,101-47.0/47.2 |
| Award Date | 02/23/2015 |
| Closeout Date | 12/19/2017 |
| Work Description | BRIDGE REPLACEMENT. |
| Location Description | NAPA COUNTY ABOUT 6. MILES NORTH OF CALISTOGA AT TROUTDALE CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 11/05/2014) |
Sample Information
| Sample Taken Date | 06/19/2015 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2015 | Sample type | Quality Control |
| A brief description of the sample | PCC | The quantity of what the sample constitutes | 100 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Paul |
| Last name of sampler or witnessed by | Warren | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Harold Smith and Sons |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Troutdale Creek Bridge |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT2-25PC |
|---|---|---|---|
| The truck number from where the sample was collected | Truck No 1127 | The batch plant ticket number from where the sample was collected | 119805 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Abutment No 1 Footing Load No 13 | Where the material sample would have been placed if not sampled | Abutment No 1 Footing |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-19-11
DIME Test ID: 2015-06-19-11-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Lowrance
Date of test: 07/17/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 181760 lb
Maximum load on cylinder 2: 166900 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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2015 ✔