Summary for Test 2017-05-12-4-2
Test performed: ASTM C39-17aProject 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 | 05/12/2017 | Sample Unique Key | 4 |
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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 | 05/18/2017 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 8 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | asr | Last name of sampler or witnessed by | na |
Title of sampler | asr | Telephone number of sampler | Unknown |
Laboratory sample identification | 946-45 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | holliday | Transportation Laboratory (TL) Number | 268045 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 3h60h001 |
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The truck number from where the sample was collected | 631 | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | chute | Where the material sample would have been placed if not sampled | citrus st left widen |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-05-12-4
DIME Test ID: 2017-05-12-4-2
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: 2017-05-26
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: 05/26/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 152520 lb
Maximum load on cylinder 2: 147010 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: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5412.3 psi
Compressive strength of cylinder 2: 5233.5 psi
Compressive strength (to nearest 10 psi): 5320 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2017 ✔