Summary for Test 2020-12-17-3-2
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 | 12/17/2020 | Sample Unique Key | 3 |
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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 | 12/24/2020 |
Sample type | Quality Assurance | A brief description of the sample | CONCRETE CYLIDERS |
The quantity of what the sample constitutes | 6 cyl | 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 | 1003-5 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 1003-5 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | RRM17052 |
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The truck number from where the sample was collected | 1965 | The batch plant ticket number from where the sample was collected | 5915175 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | MONTE VISTA AVE OC TOP DECK |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-12-17-3
DIME Test ID: 2020-12-17-3-2
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: 2021-01-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 01/11/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 138920 lb
Maximum load on cylinder 2: 140100 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: 25 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4896.7 psi
Compressive strength of cylinder 2: 4922.7 psi
Compressive strength (to nearest 10 psi): 4910 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2021 ✔