Summary for Test 2019-04-08-7-1
Test performed: CTM 521-June 2012Project Information
Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
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DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
Award Date | 10/17/2017 |
Closeout Date | 04/23/2020 |
Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
Sample Taken Date | 04/08/2019 | Sample Unique Key | 7 |
---|---|---|---|
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 | 04/24/2019 |
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 | EDDY | Last name of sampler or witnessed by | SCOTT |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | 975-408A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson Riverside | Transportation Laboratory (TL) Number | 20190408A |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | abutment 1 stage 2 footing | |
Structure name | abutment 1 stage 2 footing |
Material Information
Material Type | Concrete | The concrete mix design number | SC590B38 |
---|---|---|---|
The truck number from where the sample was collected | 146 | The batch plant ticket number from where the sample was collected | 4369261 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | MYERS |
A detailed description of where the material sample was collected | 95 cy | Where the material sample would have been placed if not sampled | abutment 1 stage 2 footing |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-04-08-7
DIME Test ID: 2019-04-08-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2019-04-29
Test Results
Number of specimens: 2
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 04/29/2019
Correction factor: 1
Cylinder Age: 21 days
Break Description of Cylinder 1 (if not 'cone'): 1
Break Description of Cylinder 2 (if not 'cone'): 1
Average Compressive Strength (to nearest 10): 3830 lb/in^2
Compressive Strength of Cylinder 1: 3820 lb/in^2
Compressive Strength of Cylinder 2: 3830 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2019 ✔