Summary for Test 2018-12-20-1-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212888 DEA: 07202124 EFIS: 0700020870 |
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DIST-CO-RTE-PM | 07-LA-710-20.9/24.6 |
Award Date | 02/16/2018 |
Closeout Date | 05/04/2022 |
Work Description | PAVEMENT REHABILITATION AND BRIDGE WIDENING |
Location Description | LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING |
QA Service Level | 1 (Verified on 03/29/2018) |
Sample Information
Sample Taken Date | 12/20/2018 | Sample Unique Key | 1 |
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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 | Not set |
Sample type | Quality Assurance | A brief description of the sample | SCC concrete |
The quantity of what the sample constitutes | 5 yards | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 7077918219 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California Corporation | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S47-002-18 | Structure unique identifier | |
Structure name | H310D |
Material Information
Material Type | Concrete | The concrete mix design number | SCCS9525F |
---|---|---|---|
The truck number from where the sample was collected | xxx | The batch plant ticket number from where the sample was collected | xxx |
Concrete batch plant | ConFab Shafter | 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: 2018-12-20-1
DIME Test ID: 2018-12-20-1-2
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: 2019-01-17
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: 01/17/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 358539 lb
Maximum load on cylinder 2: 351273 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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 12598.0 psi
Compressive strength of cylinder 2: 12381.8 psi
Compressive strength (to nearest 10 psi): 12490 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 1/17/2019 ✔