Summary for Test 2019-07-25-9-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
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DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
Award Date | 04/17/2017 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
Location Description | Riverside County and SBD-15-0.0/1.3 |
QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
Sample Taken Date | 07/25/2019 | Sample Unique Key | 9 |
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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 | 07/29/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | milad | Last name of sampler or witnessed by | warde |
Title of sampler | tet | Telephone number of sampler | |
Laboratory sample identification | 974-83 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | robertsons | Transportation Laboratory (TL) Number | 83 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Parkridge Mc left abutment seats of abut 1 and 2 |
Material Information
Material Type | Concrete | The concrete mix design number | rrm18094 |
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The truck number from where the sample was collected | 18198u1 | The batch plant ticket number from where the sample was collected | 4807511 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SKANSKA AMES |
A detailed description of where the material sample was collected | 10 cy | Where the material sample would have been placed if not sampled | Parkridge Mc left abutment seats of abut 1 and 2 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-07-25-9
DIME Test ID: 2019-07-25-9-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-08-26
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: 08/22/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 142330 lb
Maximum load on cylinder 2: 141010 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
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5001.1 psi
Compressive strength of cylinder 2: 4954.7 psi
Compressive strength (to nearest 10 psi): 4980 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2019 ✔