Summary for Test 2014-08-18-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7463 DEA: 042640U4 EFIS: 0412000195 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-0.9/3.6 |
| Award Date | 11/02/2012 |
| Closeout Date | 06/03/2020 |
| Work Description | CONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR |
| Location Description | SONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 09/11/2012) |
Sample Information
| Sample Taken Date | 08/18/2014 | 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 | 08/22/2014 |
| Sample type | Quality Control | 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 | j | Last name of sampler or witnessed by | haw |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 258361 | 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | 751268 |
|---|---|---|---|
| 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 | Truck | 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: 2014-08-18-1
DIME Test ID: 2014-08-18-1-1
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: 2014-09-15
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: 09/15/2014
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: 152863 lb
Maximum load on cylinder 2: 152894 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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
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: 5371.2 psi
Compressive strength of cylinder 2: 5408.3 psi
Compressive strength (to nearest 10 psi): 5390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2014 ✔