Summary for Test 2016-10-28-3-3
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 | 10/28/2016 | 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 | 10/31/2016 |
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 | robert | Last name of sampler or witnessed by | BERSBACH |
Title of sampler | asr | Telephone number of sampler | Unknown |
Laboratory sample identification | 907-srl12 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Robertsons Lucern Quarry | Transportation Laboratory (TL) Number | srl 12 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | haller wash |
Structure name | haller wash abut 1 2 |
Material Information
Material Type | Concrete | The concrete mix design number | np |
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The truck number from where the sample was collected | 1228 | The batch plant ticket number from where the sample was collected | 1059305 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-10-28-3
DIME Test ID: 2016-10-28-3-3
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: 2016-11-28
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: 11/25/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 131830 lb
Maximum load on cylinder 2: 132530 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 4663.2 psi
Compressive strength of cylinder 2: 4640.4 psi
Compressive strength (to nearest 10 psi): 4650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/28/2016 ✔