Summary for Test 2015-10-06-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209795 DEA: 08383504 EFIS: 0800000638 |
|---|---|
| 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 | 10/06/2015 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 10/08/2015 |
| 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 | 949 394 2529 |
| Laboratory sample identification | 918-04 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | OLDCASTLE | Transportation Laboratory (TL) Number | L48 OCPP 004 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | OLD CASTLE PRE CAST |
| Structure name | CASTING BED A4 |
Material Information
| Material Type | Concrete | The concrete mix design number | UV 282 |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | 51362 |
| 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: 2015-10-06-7
DIME Test ID: 2015-10-06-7-1
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: 2015-10-13
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: 10/13/2015
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: 177330 lb
Maximum load on cylinder 2: 176500 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: 7 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: 6312.9 psi
Compressive strength of cylinder 2: 6283.4 psi
Compressive strength (to nearest 10 psi): 6300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2015 ✔