Summary for Test 2021-08-04-4-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215000 DEA: 044J4504 EFIS: 0415000350 |
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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 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | SL-4707CG |
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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
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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 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 ✔