Summary for Test 2018-07-24-10-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212950 DEA: 044H2104 EFIS: 0413000140 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-1-37.9/R48.0 |
| Award Date | 02/27/2018 |
| Closeout Date | 12/17/2019 |
| Work Description | ASPHALT CONCRETE SURFACING, GRIND PCC PAVEMENT. |
| Location Description | SAN MATEO COUNTY NEAR MONTARA, IN PACIFICA AND DALY CITY FROM 1.3 MILES NORTH OF 2ND STREET TO ROUTE 280 |
| QA Service Level | 1 (Verified on 12/14/2018) |
Sample Information
| Sample Taken Date | 07/24/2018 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 08/02/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | g | Last name of sampler or witnessed by | Lui |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Not Provided | Transportation Laboratory (TL) Number | 201663 |
| 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 | 272590 |
|---|---|---|---|
| The truck number from where the sample was collected | NOT PROVIDED | 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 | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-07-24-10
DIME Test ID: 2018-07-24-10-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-08-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 08/21/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 130174 lb
Maximum load on cylinder 2: 133748 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4604.7 psi
Compressive strength of cylinder 2: 4731.1 psi
Compressive strength (to nearest 10 psi): 4670 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2018 ✔