Summary for Test 2022-06-09-59-3
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 06/09/2022 | Sample Unique Key | 59 |
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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 | 06/10/2022 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Lopez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | ProCast Products | 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 | PRO18051 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TT | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-09-59
DIME Test ID: 2022-06-09-59-3
Testing Lab: Pro-Cast Products, Incorporated - Highland
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-08-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Reyes
Date of test: 07/07/2022
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 192460 lb
Maximum load on cylinder 2: 195940 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: 0
Correction factor for cylinder 2: 0
Age of specimen: 28 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): 6870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2022 ✔