Summary for Test 2020-09-11-20-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
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DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
Award Date | 03/07/2019 |
Closeout Date | 07/27/2023 |
Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
Sample Taken Date | 09/11/2020 | Sample Unique Key | 20 |
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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 | 09/21/2020 |
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 | victor | Last name of sampler or witnessed by | wami |
Title of sampler | asr | Telephone number of sampler | |
Laboratory sample identification | 1003-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson | Transportation Laboratory (TL) Number | 1003-21 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | rrm18146 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 5722147 | |
Concrete batch plant | 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: 2020-09-11-20
DIME Test ID: 2020-09-11-20-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-02
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: 09/22/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 108485 lb
Maximum load on cylinder 2: 111065 lb
Type of fracture pattern of cylinder 1: 1
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: 11 days
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: 3823.9 psi
Compressive strength of cylinder 2: 3914.9 psi
Compressive strength (to nearest 10 psi): 3870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔