Summary for Test 2020-12-03-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 208557 DEA: 65A0781 EFIS: 0017000212 |
---|---|
DIST-CO-RTE-PM | 03-YOL-- |
Award Date | 06/18/2020 |
Closeout Date | Not set |
Work Description | Type 86H Concrete Bridge Rail |
Location Description | Caltrans Dynamic Test Facility |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 12/03/2020 | Sample Unique Key | 4 |
---|---|---|---|
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 | 12/04/2020 |
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 | Mayra | Last name of sampler or witnessed by | Velasquez |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nemetz Construction | Transportation Laboratory (TL) Number | 225307 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | Z1754120 |
---|---|---|---|
The truck number from where the sample was collected | Truck 1 | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | 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 | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-12-03-4
DIME Test ID: 2020-12-03-4-1
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: 2020-12-10
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
Date of test: 12/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 120476 lbf
Maximum load on cylinder 2: 132630 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
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4261.0 psi
Compressive strength of cylinder 2: 4706.0 psi
Compressive strength (to nearest 10 psi): 4480 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 12/10/2020 ✔