Summary for Test 2015-08-21-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210749 DEA: 081G5114 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-57.6/127.0, R57.6-R127.0, R57.6/R127 |
| Award Date | 08/07/2015 |
| Closeout Date | 03/15/2016 |
| Work Description | Secure bridges and build a crossover at Tex Wash |
| Location Description | In Riverside County from Jct 86/10 to Arco Ditch |
| QA Service Level | 1 (Verified on 08/13/2015) |
Sample Information
| Sample Taken Date | 08/21/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/25/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 6 | 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 | |
| Laboratory sample identification | 920-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | I 10 TEX WASH BR EB | |
| Structure name | ABUTMENT 2 PILES AND 1 |
Material Information
| Material Type | Concrete | The concrete mix design number | 58245WH-8 |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-08-21-1
DIME Test ID: 2015-08-21-1-2
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: 2015-09-04
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: 09/04/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 116600 lb
Maximum load on cylinder 2: 113020 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4110.0 psi
Compressive strength of cylinder 2: 3983.8 psi
Compressive strength (to nearest 10 psi): 4050 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2015 ✔