Summary for Test 2018-09-17-10-3
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 | 09/17/2018 | Sample Unique Key | 10 |
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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 | 09/20/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Diaz |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | 974-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | robertson | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | N I15 ONTARIO ON RAMP |
Structure name | N I15 ONTARIO ON RAMP |
Material Information
Material Type | Concrete | The concrete mix design number | rrm18109 |
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The truck number from where the sample was collected | 1132 | The batch plant ticket number from where the sample was collected | 3919960 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SKANSKA AMES |
A detailed description of where the material sample was collected | at 5 yards | Where the material sample would have been placed if not sampled | N I15 ONTARIO ON RAMP |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-09-17-10
DIME Test ID: 2018-09-17-10-3
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: 2018-11-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 10/15/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 110260 lb
Maximum load on cylinder 2: 108300 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: 28.27 in^2
Compressive strength of cylinder 1: 3874.2 psi
Compressive strength of cylinder 2: 3830.9 psi
Compressive strength (to nearest 10 psi): 3850 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2018 ✔