Summary for Test 2015-04-08-1-2
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 | 04/08/2015 | 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 | 04/17/2015 |
| Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 80 cy Abutment Diaphragms | 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 | Petaluma River Bridge Diaphragms A1 and A6 stage 3 east | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 20295 |
| Structure name | Petaluma River Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700P |
|---|---|---|---|
| The truck number from where the sample was collected | 1289 | The batch plant ticket number from where the sample was collected | 425184 |
| Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Abutment 1 Abutment 6 Diaphragms | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2015-04-08-1
DIME Test ID: 2015-04-08-1-2
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: 2015-05-06
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: 05/06/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.07 in
Average diameter of cylinder 2: 6.05 in
Maximum load on cylinder 1: 181682 lb
Maximum load on cylinder 2: 184732 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28.94 in^2
Cross sectional area of cylinder 2: 28.75 in^2
Compressive strength of cylinder 1: 6277.9 psi
Compressive strength of cylinder 2: 6425.5 psi
Compressive strength (to nearest 10 psi): 6350 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 5/6/2015 ✔