Summary for Test 2015-09-11-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 5266 DEA: 08448404 EFIS: 0800000712 COOP: 081488A1 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91-15.6/21.6 |
| Award Date | 02/10/2012 |
| Closeout Date | 07/27/2023 |
| Work Description | CONSTRUCT HOV LANES AND WIDEN BRIDGES. |
| Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION |
| QA Service Level | 1 (Verified on 04/27/2012) |
Sample Information
| Sample Taken Date | 09/11/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2015 | Sample type | Quality Control |
| A brief description of the sample | 6X121 | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | JOE AND AL |
| Last name of sampler or witnessed by | SIEMERS AND ALINA | Title of sampler | ASR AND SR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 825-30 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | 91130 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | PM 5 6 21 6 | Structure name | IVY ST OH BR 56C 0562 DECK |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1844 | The batch plant ticket number from where the sample was collected | 1248437 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | NP | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-09-11-1
DIME Test ID: 2015-09-11-1-2
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: 2015-09-25
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: 09/25/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 100000 lb
Maximum load on cylinder 2: 96520 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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3524.9 psi
Compressive strength of cylinder 2: 3402.2 psi
Compressive strength (to nearest 10 psi): 3460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2015 ✔