Summary for Test 2020-10-13-12-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215055 DEA: 042AC204 EFIS: 0420000114 |
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DIST-CO-RTE-PM | 04-MRN-1-8.5, 8.5-9.5 |
Award Date | 07/06/2020 |
Closeout Date | 06/20/2022 |
Work Description | SOLDIER PILE WALL (REPAIR) |
Location Description | NEAR STINSON BEACH FROM COLD STREAM TO 0.2 MILE SOUTH OF LONE TREE CREEK |
QA Service Level | 1 (Verified on 07/01/2020) |
Sample Information
Sample Taken Date | 10/13/2020 | Sample Unique Key | 12 |
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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 | 10/23/2020 |
Sample type | Quality Assurance | A brief description of the sample | Cylinders |
The quantity of what the sample constitutes | 16cy | 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 | 27-E0015 |
Material Information
Material Type | Concrete | The concrete mix design number | 3876 |
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The truck number from where the sample was collected | 1446 | The batch plant ticket number from where the sample was collected | 1191186 |
Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Retaining wall |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-10-13-12
DIME Test ID: 2020-10-13-12-2
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: 2020-11-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 11/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 210107 lbf
Maximum load on cylinder 2: 214340 lbf
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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 7456.0 psi
Compressive strength of cylinder 2: 7505.0 psi
Compressive strength (to nearest 10 psi): 7480 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 11/10/2020 ✔