Summary for Test 2018-10-04-10-1
Test performed: ASTM C39-10Project 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 | 10/04/2018 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 10/08/2018 |
| 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 | Unknown |
| Laboratory sample identification | 975-4 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Robertson Riverside | Transportation Laboratory (TL) Number | 4 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | bidge deck pour |
| Structure name | bidge deck pour |
Material Information
| Material Type | Concrete | The concrete mix design number | rrm17031 |
|---|---|---|---|
| The truck number from where the sample was collected | 1976 | The batch plant ticket number from where the sample was collected | 3820460 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | MYERS RADOS JV |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | bidge deck pour |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-10-04-10
DIME Test ID: 2018-10-04-10-1
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: 2018-11-09
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 11/01/2018
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: 154520 lb
Maximum load on cylinder 2: 149170 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 5465.9 psi
Compressive strength of cylinder 2: 5276.6 psi
Compressive strength (to nearest 10 psi): 5370 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2018 ✔