Summary for Test 2022-06-30-10-4
Test performed: ASTM C39-21
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
---|---|
DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
Award Date | 02/19/2021 |
Closeout Date | Not set |
Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
Sample Taken Date | 06/30/2022 | Sample Unique Key | 10 |
---|---|---|---|
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 | 06/30/2022 |
Sample type | Quality Control | A brief description of the sample | ASTM |
The quantity of what the sample constitutes | 8 Cylinders | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Russ | Last name of sampler or witnessed by | Fisher |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Reinforced Earth Co | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CT675F25 |
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The truck number from where the sample was collected | 210 | The batch plant ticket number from where the sample was collected | 669820 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | ORO GRANDE | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-30-10
DIME Test ID: 2022-06-30-10-4
Testing Lab: Reinforced Earth Company
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-07-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Russell Fisher
Date of test: 07/01/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 1610 lb
Maximum load on cylinder 2: 1490 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 1550 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.