Summary for Test 2021-08-04-4-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215000 DEA: 044J4504 EFIS: 0415000350 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-131-0.8 |
| Award Date | 12/24/2020 |
| Closeout Date | 10/26/2022 |
| Work Description | ADA INFRASTRUCTURE |
| Location Description | MARIN COUNTY IN TIBURON AT GREENWOOD COVE DRIVE/BLACKFIELD DRIVE |
| QA Service Level | 1 (Verified on 09/10/2020) |
Sample Information
| Sample Taken Date | 08/04/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/06/2021 | Sample type | Quality Assurance |
| A brief description of the sample | 4 x 8" Cylinders | The quantity of what the sample constitutes | 14 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Janine |
| Last name of sampler or witnessed by | Marr | Title of sampler | Structure Rep |
| Telephone number of sampler | 510-385-6764 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Materials | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | CIDH piles 4 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SL-4707CG |
|---|---|---|---|
| The truck number from where the sample was collected | 1448 | The batch plant ticket number from where the sample was collected | 190696 |
| Concrete batch plant | San Rafael | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | CIDH pile |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-08-04-4
DIME Test ID: 2021-08-04-4-3
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: 2021-09-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/01/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 124699 lbf
Maximum load on cylinder 2: 121352 lbf
Maximum load on cylinder 3: 120474 lbf
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 9874.0 psi
Compressive strength of cylinder 2: 9561.0 psi
Compressive strength of cylinder 3: 9539.0 psi
Compressive strength (to nearest 10 psi): 9660 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 9/1/2021 ✔