Summary for Test 2014-10-08-3-1
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 | 10/08/2014 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/24/2014 |
| Sample type | Quality Control | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Other |
| First name of sampler or witnessed by | Phil | Last name of sampler or witnessed by | Latasa |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 258388 | Linked DIME Sample ID | 0 |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 000000000000000 | |
| Structure name | 000000000000 |
Material Information
| Material Type | Concrete | The concrete mix design number | 00000000000 |
|---|---|---|---|
| The truck number from where the sample was collected | 00000000000000000 | The batch plant ticket number from where the sample was collected | 0000000000000000000000 |
| Concrete batch plant | 0000000000000000 | The fabricator/manufacturer designation for the sample | 00000000000000000000 |
| A detailed description of where the material sample was collected | Jobsite | 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: 2014-10-08-3
DIME Test ID: 2014-10-08-3-1
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: 2014-11-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM/SV
Date of test: 11/05/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 146999 lb
Maximum load on cylinder 2: 148204 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: 28.27 in^2
Compressive strength of cylinder 1: 5233.1 psi
Compressive strength of cylinder 2: 5242.4 psi
Compressive strength (to nearest 10 psi): 5240 psi
General comments (publicly viewable) (Max 1000 characters): Incorrected input EA, corrected is 042640K4
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 11/5/2014 ✔