Summary for Test 2020-04-17-11-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214879 DEA: 044Q1404 EFIS: 0419000351 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-1-37.7/37/7, 37.70 |
| Award Date | 05/14/2019 |
| Closeout Date | 12/16/2021 |
| Work Description | Secant Pile Wall |
| Location Description | Highway 1 just south of Grey Whale Cove |
| QA Service Level | 1 (Verified on 04/01/2020) |
Sample Information
| Sample Taken Date | 04/17/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/22/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Louie |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | GR4KDH01 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 57S734OR |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-04-17-11
DIME Test ID: 2020-04-17-11-1
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: 2020-05-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 05/15/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.94 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 120280 lbf
Maximum load on cylinder 2: 122071 lbf
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.71 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4,340.0 psi
Compressive strength of cylinder 2: 4,317.0 psi
Compressive strength (to nearest 10 psi): 4330 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/15/2020 ✔