Summary for Test 2019-01-08-2-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
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DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
Award Date | 02/10/2014 |
Closeout Date | 03/01/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
Sample Taken Date | 01/08/2019 | 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 | 01/14/2019 |
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 | NELSON | Last name of sampler or witnessed by | Pereira |
Title of sampler | Field Technician | Telephone number of sampler | |
Laboratory sample identification | 882-684 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | holiday | Transportation Laboratory (TL) Number | 14684 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 736 Mod SW 1871 between st 1896 50 to 189775 | |
Structure name | 736 Mod SW 1871 between st 1896 50 to 189775 |
Material Information
Material Type | Concrete | The concrete mix design number | CM5645 |
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The truck number from where the sample was collected | 183 | The batch plant ticket number from where the sample was collected | 1 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | AMES CONSTRUCTION |
A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | 736 Mod SW 1871 between st 1896 50 to 189775 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-01-08-2
DIME Test ID: 2019-01-08-2-1
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: 2019-02-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 02/05/2019
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: 129310 lb
Maximum load on cylinder 2: 127550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4574.1 psi
Compressive strength of cylinder 2: 4511.9 psi
Compressive strength (to nearest 10 psi): 4540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/6/2019 ✔