Summary for Test 2018-05-17-14-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
|---|---|
| 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 | 05/17/2018 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 05/23/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | VICTOR | Last name of sampler or witnessed by | WAMI |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 975-0517 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | ROBERTSON CORONA | Transportation Laboratory (TL) Number | 975-0517 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1 |
| Structure name | I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1 |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 719 | The batch plant ticket number from where the sample was collected | 3640060 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | MYERS |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-05-17-14
DIME Test ID: 2018-05-17-14-1
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: 2018-06-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Minh Pham
Date of test: 05/24/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 74810 lb
Maximum load on cylinder 2: 77480 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 2646.3 psi
Compressive strength of cylinder 2: 2731.1 psi
Compressive strength (to nearest 10 psi): 2690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2018 ✔