Summary for Test 2021-08-06-7-6
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 | 08/06/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 08/06/2021 |
| Sample type | Quality Control | A brief description of the sample | SCC concrete |
| The quantity of what the sample constitutes | 2.8 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 | 21175 | 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 | 55 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 94046 | |
| Concrete batch plant | Oldcastle Infrastructure | The fabricator/manufacturer designation for the sample | Mix No. 55 |
| 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
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DIME Sample ID: 2021-08-06-7
DIME Test ID: 2021-08-06-7-6
Testing Lab: Oldcastle Precast, Incorporated - Pleasanton
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-08-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Avery Flores
Date of test: 08/13/2021
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
Maximum load on cylinder 1: 199260 lb
Maximum load on cylinder 2: 194850 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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
Age of specimen: 7 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
Compressive strength (to nearest 10 psi): 7000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2021 ✔