Summary for Test 2019-04-26-13-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212600 DEA: 07293704 EFIS: 0713000239 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110,405-8.0/9.0,12.2/13.2 |
| Award Date | 02/27/2018 |
| Closeout Date | 08/03/2023 |
| Work Description | WIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/03/2018) |
Sample Information
| Sample Taken Date | 04/26/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 05/02/2019 |
| 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 | Job Site |
| First name of sampler or witnessed by | Z | Last name of sampler or witnessed by | INAM |
| Title of sampler | TEC | Telephone number of sampler | 310 925 9411 |
| Laboratory sample identification | 993-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | robertsons | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | RW 437 Footing | |
| Structure name | RW 437 Footing |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM11068 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | OHL USA INC |
| A detailed description of where the material sample was collected | at 1000 am | Where the material sample would have been placed if not sampled | RW 437 Footing |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-04-26-13
DIME Test ID: 2019-04-26-13-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-05-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: IS
Date of test: 05/08/2019
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: 106850 lb
Maximum load on cylinder 2: 106720 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 12 days
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: 3,766.3 psi
Compressive strength of cylinder 2: 3,761.7 psi
Compressive strength (to nearest 10 psi): 3760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔