Summary for Test 2019-06-27-4-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212897 DEA: 042J5604 EFIS: 0414000529 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-0.3 |
| Award Date | 11/09/2018 |
| Closeout Date | 12/17/2019 |
| Work Description | REPAIR ROADWAY SLIP-OUT |
| Location Description | IN MARIN COUNTY NEAR MILL VALLEY ROAD AT 0.1 MILE EAST OF TENNESSEE VALLEY ROAD |
| QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
| Sample Taken Date | 06/27/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 07/03/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 8 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | Light |
| Title of sampler | Structure Representative | Telephone number of sampler | 5103939273 |
| Laboratory sample identification | 1-28-1 of 2, 2 of 2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Superior Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 27-E0074 | |
| Structure name | Mill Valley Retaining Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 675CIDH |
|---|---|---|---|
| The truck number from where the sample was collected | 0055 | The batch plant ticket number from where the sample was collected | 272556 |
| Concrete batch plant | Superior Supplier | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from chute | Where the material sample would have been placed if not sampled | soldier piles |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-06-27-4
DIME Test ID: 2019-06-27-4-1
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: 2019-07-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 07/25/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.05 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 151845 lb
Maximum load on cylinder 2: 142197 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: 28.73 in^2
Cross sectional area of cylinder 2: 28.54 in^2
Compressive strength of cylinder 1: 5285.2 psi
Compressive strength of cylinder 2: 4982.4 psi
Compressive strength (to nearest 10 psi): 5130 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 7/25/2019 ✔