Summary for Test 2015-11-24-8-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209795 DEA: 08383504 EFIS: 0800000638 |
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DIST-CO-RTE-PM | 08-RIV-74-63.0 |
Award Date | 10/10/2014 |
Closeout Date | 08/29/2017 |
Work Description | REPLACE HURKEY CREEK BRIDGE |
Location Description | RIVERSIDE COUNTY NEAR IDYLLWILD AT HURKEY CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/12/2014) |
Sample Information
Sample Taken Date | 11/24/2015 | Sample Unique Key | 8 |
---|---|---|---|
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 | 12/01/2015 |
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 | victor | Last name of sampler or witnessed by | wami |
Title of sampler | asr | Telephone number of sampler | Unknown |
Laboratory sample identification | 918-02 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | np | Transportation Laboratory (TL) Number | 002 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | hurkey bridge |
Structure name | abutment 2 footing |
Material Information
Material Type | Concrete | The concrete mix design number | RRM09014 |
---|---|---|---|
The truck number from where the sample was collected | 1772 | The batch plant ticket number from where the sample was collected | 14398943 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | chute | 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: 2015-11-24-8
DIME Test ID: 2015-11-24-8-1
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: 2015-12-22
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: 12/22/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 114490 lb
Maximum load on cylinder 2: 115370 lb
Type of fracture pattern of cylinder 1: 3
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4090.4 psi
Compressive strength of cylinder 2: 4121.8 psi
Compressive strength (to nearest 10 psi): 4110 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2015 ✔