Summary for Test 2018-02-03-1-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210915 DEA: 07306404 EFIS: 0714000165 |
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DIST-CO-RTE-PM | 07-LA-210-R24.7/R44.9 |
Award Date | 01/06/2016 |
Closeout Date | 10/04/2019 |
Work Description | INSTALL CHANGE MESSAGE SIGNS AND TRAFFIC MONITORING STATIONS |
Location Description | IN LOS ANGELES COUNTY, IN VARIOUS CITIES ALONG I-210 CORRIDOR,BETWEEN SR-134 & SR-57 |
QA Service Level | 1 (Verified on 12/16/2015) |
Sample Information
Sample Taken Date | 02/03/2018 | Sample Unique Key | 1 |
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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 | 02/05/2018 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | CARDIEL | Last name of sampler or witnessed by | BUGARIN |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 971-TN | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | CMS1FNDTN |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 210 EB AT ALLEN AVE |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SM450P47 |
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The truck number from where the sample was collected | 1643 | The batch plant ticket number from where the sample was collected | 3290165 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-02-03-1
DIME Test ID: 2018-02-03-1-1
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: 2018-03-05
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: 03/03/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 163400 lb
Maximum load on cylinder 2: 167230 lb
Type of fracture pattern of cylinder 1: 3
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5780.0 psi
Compressive strength of cylinder 2: 5894.6 psi
Compressive strength (to nearest 10 psi): 5840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2018 ✔