Summary for Test 2017-04-29-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 |
|---|---|
| DIST-CO-RTE-PM | 04-,SON-- |
| Award Date | 01/21/2016 |
| Closeout Date | 06/03/2020 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
| Sample Taken Date | 04/29/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/16/2017 |
| Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 69 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantoro |
| Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 270119 | |
| Structure name | San Antonio Creek Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201a |
|---|---|---|---|
| The truck number from where the sample was collected | 1953 | The batch plant ticket number from where the sample was collected | 449880 |
| Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | Wing Walls Abut 1 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2017-04-29-1
DIME Test ID: 2017-04-29-1-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-05-30
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: 05/30/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 174708 lb
Maximum load on cylinder 2: 179540 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: 31 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 6138.7 psi
Compressive strength of cylinder 2: 6286.4 psi
Compressive strength (to nearest 10 psi): 6210 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 5/30/2017 ✔