Summary for Test 2014-08-23-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209061 DEA: 041A6714 EFIS: 0412000346 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-46.0/46.6 |
| Award Date | 02/27/2014 |
| Closeout Date | 09/28/2016 |
| Work Description | REHABILITATE BRIDGE DECK. |
| Location Description | ALAMEDA COUNTY IN OAKLAND AT ROUTE 80/580/880 SEPARATION |
| QA Service Level | 1 (Verified on 06/13/2014) |
Sample Information
| Sample Taken Date | 08/23/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 08/25/2014 |
| Sample type | Verification | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | dont | Last name of sampler or witnessed by | know |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | Not set | |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | cts rapid set |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | na | 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: 2014-08-23-1
DIME Test ID: 2014-08-23-1-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-08-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MULLINS
Date of test: 08/25/2014
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: 90152 lb
Maximum load on cylinder 2: 91477 lb
Type of fracture pattern of cylinder 1: 1
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: 2 days
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: 3189.0 psi
Compressive strength of cylinder 2: 3235.8 psi
Compressive strength (to nearest 10 psi): 3210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/25/2014 ✔