Summary for Test 2015-08-31-5-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210228 DEA: 081G1704 EFIS: 0815000154 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-60,060-21.37, 21.4 |
| Award Date | 02/09/2015 |
| Closeout Date | 01/20/2016 |
| Work Description | Repair Bridge at Theodore Street Overcrossing Br # 56-0488 |
| Location Description | Near Moreno Valley |
| QA Service Level | 1 (Verified on 03/16/2015) |
Sample Information
| Sample Taken Date | 08/31/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 09/03/2015 |
| 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 | SHERRI | Last name of sampler or witnessed by | brannon |
| Title of sampler | QA Inspector | Telephone number of sampler | Unknown |
| Laboratory sample identification | 922-3 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | OLD CASTLE PRECAST | Transportation Laboratory (TL) Number | L48 OCPP 003 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CASTING BED A2 |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | UV 272 |
|---|---|---|---|
| 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 | TUCKER DISCHARGE | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-08-31-5
DIME Test ID: 2015-08-31-5-1
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: 2015-09-09
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: 09/07/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 241640 lb
Maximum load on cylinder 2: 232220 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: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 8460.8 psi
Compressive strength of cylinder 2: 8131.0 psi
Compressive strength (to nearest 10 psi): 8300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2015 ✔