Summary for Test 2019-04-15-6-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 |
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DIST-CO-RTE-PM | 08-SBD-15-42.5/46.0 |
Award Date | 11/05/2015 |
Closeout Date | 01/18/2022 |
Work Description | WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR. |
Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/15/2015) |
Sample Information
Sample Taken Date | 04/15/2019 | 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 | 04/16/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ekene | Last name of sampler or witnessed by | E |
Title of sampler | tet | Telephone number of sampler | |
Laboratory sample identification | 934-0415 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | robertson adlanto | Transportation Laboratory (TL) Number | 20190415 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | D street victorville | |
Structure name | D street victorville |
Material Information
Material Type | Concrete | The concrete mix design number | 508094 |
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The truck number from where the sample was collected | 1310 | The batch plant ticket number from where the sample was collected | 4297795 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | AMES CONSTRUCTION |
A detailed description of where the material sample was collected | 55 cy | Where the material sample would have been placed if not sampled | D street victorville |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-04-15-6
DIME Test ID: 2019-04-15-6-1
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: 2019-05-01
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: 04/22/2019
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: 30460 lb
Maximum load on cylinder 2: 31340 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: 7 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: 1073.7 psi
Compressive strength of cylinder 2: 1101.2 psi
Compressive strength (to nearest 10 psi): 1090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2019 ✔