Summary for Test 2015-06-04-5-1
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 | 06/04/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/10/2015 |
| Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 5.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantaro |
| Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 20195 |
| Structure name | Petaluma River Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 4100A |
|---|---|---|---|
| The truck number from where the sample was collected | 1295 | The batch plant ticket number from where the sample was collected | 426820 |
| Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Pier 5 End Cap East | Where the material sample would have been placed if not sampled | Pier 5 End Cap |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-04-5
DIME Test ID: 2015-06-04-5-1
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: 2015-07-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 07/02/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 170167 lb
Maximum load on cylinder 2: 168412 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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 6057.9 psi
Compressive strength of cylinder 2: 5995.4 psi
Compressive strength (to nearest 10 psi): 6030 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 7/2/2015 ✔