Summary for Test 2019-06-11-7-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210735 DEA: 071193U4 EFIS: 0713000007 |
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DIST-CO-RTE-PM | 07-LA-10-37.2/42.4 |
Award Date | 11/16/2015 |
Closeout Date | 07/11/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA |
QA Service Level | 1 (Verified on 03/07/2016) |
Sample Information
Sample Taken Date | 06/11/2019 | Sample Unique Key | 7 |
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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 | 06/12/2019 |
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 | Daniel | Last name of sampler or witnessed by | meza |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | 946-62 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | HOLIDAY ROCK | Transportation Laboratory (TL) Number | 14762 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | sta 1978 61 to 1978 91 |
Material Information
Material Type | Concrete | The concrete mix design number | 3F36S002 |
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The truck number from where the sample was collected | 181 | The batch plant ticket number from where the sample was collected | 101144597 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | ATKINSON |
A detailed description of where the material sample was collected | load 1 | Where the material sample would have been placed if not sampled | sta 1978 61 to 1978 91 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-06-11-7
DIME Test ID: 2019-06-11-7-1
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: 2019-07-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: EJ
Date of test: 07/09/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 132135 lb
Maximum load on cylinder 2: 130520 lb
Type of fracture pattern of cylinder 1: 2
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
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4642.8 psi
Compressive strength of cylinder 2: 4600.6 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2019 ✔