Summary for Test 2017-07-14-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 |
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DIST-CO-RTE-PM | 04-,SON-- |
Award Date | 01/21/2016 |
Closeout Date | 06/03/2020 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
Sample Taken Date | 07/14/2017 | Sample Unique Key | 5 |
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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 | Not set |
Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
The quantity of what the sample constitutes | 332 CY Placed at RW1 Footing | From where was the sample collected | Job Site |
First name of sampler or witnessed by | P | Last name of sampler or witnessed by | Latasa |
Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Retaining Wall 1 |
Material Information
Material Type | Concrete | The concrete mix design number | 4201 |
---|---|---|---|
The truck number from where the sample was collected | 1415 | The batch plant ticket number from where the sample was collected | 452424 |
Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | CHUTE OF TRUCK | Where the material sample would have been placed if not sampled | RW1 Footing St 1000 to 1612 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-07-14-5
DIME Test ID: 2017-07-14-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-08-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/11/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 117750 lb
Maximum load on cylinder 2: 121304 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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4165.2 psi
Compressive strength of cylinder 2: 4275.8 psi
Compressive strength (to nearest 10 psi): 4220 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 8/11/2017 ✔