Summary for Test 2021-01-05-4-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215039 DEA: 081H4004 EFIS: 0817000031 |
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DIST-CO-RTE-PM | 08-SBD-40-0.4 |
Award Date | 08/19/2020 |
Closeout Date | 06/30/2021 |
Work Description | MINOR CONCRETE (MINOR STRUCTURE). |
Location Description | SAN BERNARDINO COUNTY IN BARSTOW AT 0.4 MILE EAST OF ROUTE 15 |
QA Service Level | 1 (Verified on 10/21/2020) |
Sample Information
Sample Taken Date | 01/05/2021 | 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 | 01/11/2021 |
Sample type | Quality Assurance | A brief description of the sample | CONCRETE CYLINDERS |
The quantity of what the sample constitutes | 2 CYLINDERS | From where was the sample collected | Other |
First name of sampler or witnessed by | LARRY | Last name of sampler or witnessed by | CALTRANS TE |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 1024-1521 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 1521 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | BLAIR DITCH CHANNEL |
Material Information
Material Type | Concrete | The concrete mix design number | SC505B38 |
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The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | ROBERTSONS | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | UNKNOWN | Where the material sample would have been placed if not sampled | STA 1675 EB I40 BLAIR DITCH CHANNEL |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-01-05-4
DIME Test ID: 2021-01-05-4-2
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: 2021-03-04
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: 02/03/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 91250 lb
Maximum load on cylinder 2: 90550 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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3238.1 psi
Compressive strength of cylinder 2: 3203.0 psi
Compressive strength (to nearest 10 psi): 3220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2021 ✔