Summary for Test 2018-02-12-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211819 DEA: 080G7704 EFIS: 0814000175 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-0.00/41.80 |
| Award Date | 07/14/2017 |
| Closeout Date | 09/04/2019 |
| Work Description | INSTALL TMS FIELD ELEMENTS |
| Location Description | RIVERSIDE COUNTY FROM SAN DIEGO COUNTY LINE TO 1.0 MILE NORTH OF ROUTE 15 / 91 SEPARATION |
| QA Service Level | 1 (Verified on 03/20/2018) |
Sample Information
| Sample Taken Date | 02/12/2018 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/14/2018 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ARNEL |
| Last name of sampler or witnessed by | VEGA | Title of sampler | SR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 973-212 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | 20180212 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | STA F 1069 30 | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1946 | The batch plant ticket number from where the sample was collected | 3370914 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TAIL | 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: 2018-02-12-3
DIME Test ID: 2018-02-12-3-1
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: 2018-02-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/20/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 69670 lb
Maximum load on cylinder 2: 71440 lb
Type of fracture pattern of cylinder 1: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 2448.0 psi
Compressive strength of cylinder 2: 2510.2 psi
Compressive strength (to nearest 10 psi): 2480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2018 ✔