Summary for Test 2018-10-25-6-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213002 DEA: 042640N4 EFIS: 0412000649 |
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DIST-CO-RTE-PM | 04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5 |
Award Date | 04/09/2018 |
Closeout Date | 03/12/2021 |
Work Description | CONSTRUCT HOV LANES |
Location Description | MARIN AND SONOMA COUNTIES IN AND NEAR PETALUMA FROM 0.6 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE TO 0.3 MILE SOUTH OF EAST WASHINGTON STREET OVER CROSSING |
QA Service Level | 1 (Verified on 04/13/2018) |
Sample Information
Sample Taken Date | 10/25/2018 | Sample Unique Key | 6 |
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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 | 11/02/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylindes |
The quantity of what the sample constitutes | 164 Cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantoro |
Title of sampler | ASR | Telephone number of sampler | 1-707-333-4263 |
Laboratory sample identification | Unknown | 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 | Retaining Wall | |
Structure name | Retaining Wall 95 |
Material Information
Material Type | Concrete | The concrete mix design number | 4201A |
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The truck number from where the sample was collected | 1412 | The batch plant ticket number from where the sample was collected | 470623 |
Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | Shamrock Materials |
A detailed description of where the material sample was collected | Wheel Barrow from Chute | Where the material sample would have been placed if not sampled | Retaining Wall 95 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2018-10-25-6
DIME Test ID: 2018-10-25-6-3
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: 2018-11-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 11/08/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 134232 lb
Maximum load on cylinder 2: 125206 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4,731.5 psi
Compressive strength of cylinder 2: 4,413.3 psi
Compressive strength (to nearest 10 psi): 4570 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 11/8/2018 ✔