Summary for Test 2019-06-28-2-1
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 | 06/28/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| 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
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DIME Sample ID: 2019-06-28-2
DIME Test ID: 2019-06-28-2-1
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: 2019-07-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 07/26/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 133569 lb
Maximum load on cylinder 2: 131337 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: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 4694.9 psi
Compressive strength of cylinder 2: 4616.4 psi
Compressive strength (to nearest 10 psi): 4660 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 7/29/2019 ✔