Summary for Test 2015-09-08-3-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176 |
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DIST-CO-RTE-PM | 08-SBD-40-R94.7/R99.7 |
Award Date | 01/22/2015 |
Closeout Date | 09/17/2018 |
Work Description | BRIDGE REPLACEMENTS. |
Location Description | SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE |
QA Service Level | 1 (Verified on 04/29/2015) |
Sample Information
Sample Taken Date | 09/08/2015 | Sample Unique Key | 3 |
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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 | 09/14/2015 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JEGBEFUME | Last name of sampler or witnessed by | ADODO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 907-02 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 0002 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | HELLER WASH BRIDGE R |
Structure name | ABUTMENT 2 FOOTING |
Material Information
Material Type | Concrete | The concrete mix design number | RRM15027 |
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The truck number from where the sample was collected | 1709 | The batch plant ticket number from where the sample was collected | 6 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | WHEELBARROW | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-09-08-3
DIME Test ID: 2015-09-08-3-1
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: 2015-09-16
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/15/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Maximum load on cylinder 1: 79060 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Compressive strength of cylinder (to nearest 10 psi): 2810 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2015 ✔