Summary for Test 2015-09-19-1-1
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 | 09/19/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2015 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Other | First name of sampler or witnessed by | Mark |
| Last name of sampler or witnessed by | AMORSOLO | Title of sampler | Structure Rep |
| Telephone number of sampler | 818-637-7872 | Laboratory sample identification | 923-72 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Short Load Concrete |
| Transportation Laboratory (TL) Number | 0042272 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-72-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Not Provided |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Chute | 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: 2015-09-19-1
DIME Test ID: 2015-09-19-1-1
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: 2015-10-19
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/17/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.97 in
Average diameter of cylinder 4: 5.97 in
Maximum load on cylinder 1: 156390 lb
Maximum load on cylinder 2: 158100 lb
Maximum load on cylinder 3: 155210 lb
Maximum load on cylinder 4: 155100 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 3
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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Cross sectional area of cylinder 4: 27.99 in^2
Compressive strength of cylinder 1: 5587.4 psi
Compressive strength of cylinder 2: 5648.4 psi
Compressive strength of cylinder 3: 5545.2 psi
Compressive strength of cylinder 4: 5541.3 psi
Compressive strength (to nearest 10 psi): 5580 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2015 ✔