Summary for Test 2021-08-07-6-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214665 DEA: 081G5504 EFIS: 0816000035 |
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DIST-CO-RTE-PM | 08-SBD-40-R28.9 |
Award Date | 03/09/2021 |
Closeout Date | 01/18/2022 |
Work Description | REPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
Location Description | SAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 08/07/2021 | Sample Unique Key | 6 |
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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 | 09/03/2021 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Other |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 1034-87B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Not Provided | Transportation Laboratory (TL) Number | 1034-87B |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-65-EHI |
---|---|---|---|
The truck number from where the sample was collected | Not Provided | The batch plant ticket number from where the sample was collected | Not Provided |
Concrete batch plant | Not Provided | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Not Provided | Where the material sample would have been placed if not sampled | I40 PM 28point9 WB Lane 2 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-08-07-6
DIME Test ID: 2021-08-07-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/04/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 173690 lb
Maximum load on cylinder 2: 177160 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: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
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: 6122.3 psi
Compressive strength of cylinder 2: 6244.6 psi
Compressive strength (to nearest 10 psi): 6180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2021 ✔