Summary for Test 2016-10-13-2-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91,15-0.0/13.04, 35.64/45.14 |
| Award Date | 09/09/2013 |
| Closeout Date | 09/20/2023 |
| Work Description | SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas. |
| Location Description | 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14 |
| QA Service Level | 1 (Verified on 08/07/2014) |
Sample Information
| Sample Taken Date | 10/13/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 10/18/2016 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ELIAS | Last name of sampler or witnessed by | HAMEL |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | 888-SRL332 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Holliday Rock Chino | Transportation Laboratory (TL) Number | SRL332 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | NP |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5635 |
|---|---|---|---|
| The truck number from where the sample was collected | 286 | The batch plant ticket number from where the sample was collected | 118054323 |
| Concrete batch plant | NP | The fabricator/manufacturer designation for the sample | NP |
| A detailed description of where the material sample was collected | LOAD 8 | Where the material sample would have been placed if not sampled | br 24 abut 1 approach |
| From Lot No. | NP | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-13-2
DIME Test ID: 2016-10-13-2-4
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: 2016-11-10
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: 11/10/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 155160 lb
Maximum load on cylinder 2: 151910 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 5432.8 psi
Compressive strength of cylinder 2: 5319.0 psi
Compressive strength (to nearest 10 psi): 5380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/10/2016 ✔