Summary for Test 2019-12-20-6-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212988 DEA: 080R1604 EFIS: 0812000029 |
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DIST-CO-RTE-PM | 08-SBD-40-R50.0/R75.0 |
Award Date | 09/07/2018 |
Closeout Date | 10/11/2022 |
Work Description | REGRADE MEDIAN CROSS SLOPES |
Location Description | NEAR LUDLOW FROM 0.3 MILES EAST OF CRUCERO ROAD TO 0.4 MILE WEST OF BADGER WASH |
QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
Sample Taken Date | 12/20/2019 | Sample Unique Key | 6 |
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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 | 12/24/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 cyliners | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kennedy | Last name of sampler or witnessed by | Eubany |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | 991-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 122019-1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | DS 64 Wing Wall PM 59 |
Material Information
Material Type | Concrete | The concrete mix design number | SC675B39 |
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The truck number from where the sample was collected | 1155 | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | Robertsons Barstow | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Load 1 at 10 cu yds | Where the material sample would have been placed if not sampled | DS 64 Wing Wall PM 59 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-12-20-6
DIME Test ID: 2019-12-20-6-1
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: 2020-01-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 12/27/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 150550 lb
Maximum load on cylinder 2: 149850 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: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5325.4 psi
Compressive strength of cylinder 2: 5300.7 psi
Compressive strength (to nearest 10 psi): 5310 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2020 ✔