Summary for Test 2021-04-16-15-7
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214422 DEA: 040J6424 EFIS: 0414000476 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-32.8/R54.2 |
| Award Date | 12/24/2019 |
| Closeout Date | Not set |
| Work Description | CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS. |
| Location Description | SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION |
| QA Service Level | 1 (Verified on 09/23/2019) |
Sample Information
| Sample Taken Date | 04/16/2021 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 04/16/2021 |
| Sample type | Quality Control | A brief description of the sample | SCC concrete |
| The quantity of what the sample constitutes | 2.7 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Avery | Last name of sampler or witnessed by | Flores |
| Title of sampler | Quality Control Manager | Telephone number of sampler | (925) 525-8562 |
| Laboratory sample identification | 21076 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Oldcastle Infrastructure | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 04-son-101-32.8/R54.2 | |
| Structure name | State Hwy in Sonoma County 101/128 Separation |
Material Information
| Material Type | Concrete | The concrete mix design number | 54 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 91078 | |
| Concrete batch plant | Oldcastle Infrastructure | The fabricator/manufacturer designation for the sample | Mix No. 54 |
| A detailed description of where the material sample was collected | Travelling Bucket | Where the material sample would have been placed if not sampled | RBC |
| From Lot No. | Bag Lot No. |
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: 2021-04-16-15
DIME Test ID: 2021-04-16-15-7
Testing Lab: Oldcastle Precast, Incorporated - Pleasanton
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Avery Flores
Date of test: 05/14/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 5.99 in
Maximum load on cylinder 1: 249410 lb
Maximum load on cylinder 2: 240510 lb
Maximum load on cylinder 3: 250720 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Compressive strength (to nearest 10 psi): 8760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/18/2021 ✔