Summary for Test 2018-06-20-36-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
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DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
Award Date | 10/17/2017 |
Closeout Date | 04/23/2020 |
Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
Sample Taken Date | 06/20/2018 | Sample Unique Key | 36 |
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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 | 06/27/2018 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Eddy | Last name of sampler or witnessed by | Scott |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 975-2001 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | no 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SC590B38 |
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The truck number from where the sample was collected | 1828 | The batch plant ticket number from where the sample was collected | 3642738 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | site | Where the material sample would have been placed if not sampled | abutment 1 stem |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-06-20-36
DIME Test ID: 2018-06-20-36-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-07-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: IS
Date of test: 07/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 100530 lb
Maximum load on cylinder 2: 98650 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: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3556.1 psi
Compressive strength of cylinder 2: 3489.6 psi
Compressive strength (to nearest 10 psi): 3520 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2018 ✔