Summary for Test 2016-08-14-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210251 DEA: 072W6904 EFIS: 0713000439 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-Various |
| Award Date | 04/23/2015 |
| Closeout Date | 11/29/2016 |
| Work Description | TREAT BRIDGE DECK WITH METHACRYLATE AND REPLACE JOINT SEALS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/11/2016) |
Sample Information
| Sample Taken Date | 08/14/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 08/16/2016 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cyl |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Braidy | Last name of sampler or witnessed by | Fernandez |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 923-786 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | SLC Anaheim | Transportation Laboratory (TL) Number | 923-786 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-72-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | 10 | The batch plant ticket number from where the sample was collected | 47236 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | SITE | Where the material sample would have been placed if not sampled | SB at Allen from abut 1 to approx midspan |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-08-14-1
DIME Test ID: 2016-08-14-1-2
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: 2016-09-12
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: 09/11/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 210940 lb
Maximum load on cylinder 2: 204600 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Age of specimen: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7485.5 psi
Compressive strength of cylinder 2: 7237.4 psi
Compressive strength (to nearest 10 psi): 7360 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2016 ✔