Summary for Test 2018-02-06-2-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211820 DEA: 081C6304 EFIS: 0812000338 |
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DIST-CO-RTE-PM | 08-RIV,SBD-VAR-VAR |
Award Date | 01/30/2017 |
Closeout Date | 04/22/2019 |
Work Description | REPLACE ( ESU ) AND ( HAR ) |
Location Description | RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/18/2017) |
Sample Information
Sample Taken Date | 02/06/2018 | Sample Unique Key | 2 |
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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 | 02/08/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Anh | Last name of sampler or witnessed by | Nguyen |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | 972-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CRAWFORD | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 10 WB BLYTHE |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 01 038S |
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The truck number from where the sample was collected | 73 | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | 10 WB BLYTHE | Where the material sample would have been placed if not sampled | 10 WB BLYTHE |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-02-06-2
DIME Test ID: 2018-02-06-2-1
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: 2018-03-13
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: 03/06/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 141050 lb
Maximum load on cylinder 2: 141660 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4956.1 psi
Compressive strength of cylinder 2: 4977.5 psi
Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/6/2018 ✔