Summary for Test 2019-11-21-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125 |
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DIST-CO-RTE-PM | 08-SBD-18-99.5-100.9 |
Award Date | 02/19/2019 |
Closeout Date | 03/24/2020 |
Work Description | WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN |
Location Description | SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395 |
QA Service Level | 1 (Verified on 04/02/2019) |
Sample Information
Sample Taken Date | 11/21/2019 | Sample Unique Key | 4 |
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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 | 11/25/2019 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ekene | Last name of sampler or witnessed by | Ezeoke |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 997-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons Victorville | Transportation Laboratory (TL) Number | 21 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SC590B38 |
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The truck number from where the sample was collected | 1435 | The batch plant ticket number from where the sample was collected | 4536092 |
Concrete batch plant | Robertons Victorville | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Drum Truck | Where the material sample would have been placed if not sampled | Route 18 in front of Edison Plant |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-11-21-4
DIME Test ID: 2019-11-21-4-1
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: 2019-12-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 11/28/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 96160 lb
Maximum load on cylinder 2: 98220 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: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3378.8 psi
Compressive strength of cylinder 2: 3474.4 psi
Compressive strength (to nearest 10 psi): 3430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2019 ✔