Summary for Test 2017-06-27-6-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211714 DEA: 080R1204 EFIS: 0812000026 |
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DIST-CO-RTE-PM | 08-SBD-40-0.0/R25.0 |
Award Date | 12/21/2016 |
Closeout Date | 06/23/2021 |
Work Description | REGRADE MEDIAN CROSS SLOPE |
Location Description | SAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM JUNCTION 15/40 TO 1.4 MILES EAST OF FORT CADY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 09/21/2016) |
Sample Information
Sample Taken Date | 06/27/2017 | Sample Unique Key | 6 |
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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 | 07/03/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RUBEN | Last name of sampler or witnessed by | R |
Title of sampler | TECH | Telephone number of sampler | Unknown |
Laboratory sample identification | 957-27 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | HI GRADE | Transportation Laboratory (TL) Number | 062717 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | DS No 73 STA 494 94 |
Material Information
Material Type | Concrete | The concrete mix design number | NP |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 2 | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-06-27-6
DIME Test ID: 2017-06-27-6-1
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: 2017-07-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/11/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 108290 lb
Maximum load on cylinder 2: 107420 lb
Type of fracture pattern of cylinder 1: 1
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: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3855.1 psi
Compressive strength of cylinder 2: 3824.1 psi
Compressive strength (to nearest 10 psi): 3840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2017 ✔