Summary for Test 2021-07-16-31-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 215350 DEA: 081E0604 EFIS: 0813000140 |
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DIST-CO-RTE-PM | 08-SBD-18-97.0/99.5 |
Award Date | 02/23/2021 |
Closeout Date | 01/23/2023 |
Work Description | WIDEN ROADWAY WITH HMA, MINOR CONCRETE & MODIFY SIGNAL & LIGHTING. |
Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM AMARGOSA ROAD TO COBALT ROAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 07/16/2021 | Sample Unique Key | 31 |
---|---|---|---|
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 | 07/19/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | raqmy | Last name of sampler or witnessed by | mekail |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1031-05 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | np | Transportation Laboratory (TL) Number | 146305 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | np |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | np | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | np | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-07-16-31
DIME Test ID: 2021-07-16-31-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-23
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 07/23/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 99715 lb
Maximum load on cylinder 2: 98240 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3514.8 psi
Compressive strength of cylinder 2: 3462.8 psi
Compressive strength (to nearest 10 psi): 3490 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2021 ✔