Summary for Test 2020-10-08-34-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213705 DEA: 07340604 EFIS: 0717000174 |
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DIST-CO-RTE-PM | 07-LA,VEN-2,5,10,57,60,etc.-VAR |
Award Date | 12/17/2018 |
Closeout Date | 08/03/2023 |
Work Description | ITS DETECTION REPAIR, MGS, VEGETATION CONTROL, CONCRETE BARRIER |
Location Description | LOS ANGELES COUNTY AND VENTURA COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/18/2019) |
Sample Information
Sample Taken Date | 10/08/2020 | Sample Unique Key | 34 |
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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 | 10/10/2020 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cyliders |
The quantity of what the sample constitutes | 1 Batch Concrete | From where was the sample collected | Other |
First name of sampler or witnessed by | Marques B | Last name of sampler or witnessed by | and Reggie H |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1021-108A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 1021-108A |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SC425N49 |
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The truck number from where the sample was collected | 1488 | The batch plant ticket number from where the sample was collected | 574886 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | TRIAL BATCH PALMDALE AGGREGATE |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-10-08-34
DIME Test ID: 2020-10-08-34-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 10/15/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 26580 lb
Maximum load on cylinder 2: 26800 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 943.2 psi
Compressive strength of cylinder 2: 951.0 psi
Compressive strength (to nearest 10 psi): 950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2020 ✔