Summary for Test 2018-11-13-3-1
Test performed: ASTM C39-10Project 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 | 11/13/2018 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 11/16/2018 |
| Sample type | Quality Control | A brief description of the sample | 6X12 cylinders |
| The quantity of what the sample constitutes | 163 Cy | From where was the sample collected | Source |
| First name of sampler or witnessed by | Lha | Last name of sampler or witnessed by | Kyi |
| Title of sampler | ASR | Telephone number of sampler | 1-707-333-4263 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Retaining Wall3 | |
| Structure name | Retaining Wall |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201a |
|---|---|---|---|
| The truck number from where the sample was collected | 1430 | The batch plant ticket number from where the sample was collected | 470906 |
| Concrete batch plant | Petaluma Shamrock | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Retaining Wall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-11-13-3
DIME Test ID: 2018-11-13-3-1
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: 2018-12-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 12/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 133054 lb
Maximum load on cylinder 2: 132618 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: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4675.1 psi
Compressive strength of cylinder 2: 4659.8 psi
Compressive strength (to nearest 10 psi): 4670 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 12/11/2018 ✔