Summary for Test 2021-03-09-20-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
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DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
Award Date | 03/07/2019 |
Closeout Date | 07/27/2023 |
Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
Sample Taken Date | 03/09/2021 | Sample Unique Key | 20 |
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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 | 03/16/2021 |
Sample type | Quality Assurance | A brief description of the sample | 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 | Eddy | Last name of sampler or witnessed by | Scott |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1003-39B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons | 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 | RRM 17052 |
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The truck number from where the sample was collected | 1962 | The batch plant ticket number from where the sample was collected | 5796186 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Stage 2 Benson deck pour | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-03-09-20
DIME Test ID: 2021-03-09-20-3
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: 2021-04-21
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: 04/20/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 209450 lb
Maximum load on cylinder 2: 217830 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7432.6 psi
Compressive strength of cylinder 2: 7705.3 psi
Compressive strength (to nearest 10 psi): 7570 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2021 ✔