Summary for Test 2020-06-04-15-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213763
DEA: 060Q19A4
EFIS: 0613000152
DIST-CO-RTE-PM06-KER-58-R99.0/R100.3
Award Date02/04/2019
Closeout Date10/22/2021
Work DescriptionWIDEN SHOULDERS AND REPLACE BRIDGES
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
QA Service Level1 (Verified on 01/09/2019)

Sample Information

Sample Taken Date06/04/2020 Sample Unique Key15
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 testing06/05/2020
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutesNA From where was the sample collectedJob Site
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of samplerNA Telephone number of sampler
Laboratory sample identification994-604 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHOLLIDAY ROCK Transportation Laboratory (TL) Number604
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number3F36A003
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantHOLLIDAY ROCK The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledCACHE CREEK BRIDGE LEFT BRIDGE PILES
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-06-04-15
DIME Test ID: 2020-06-04-15-1
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: 2020-06-18

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: 06/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 132390 lb
Maximum load on cylinder 2: 131610 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4683.1 psi
Compressive strength of cylinder 2: 4655.5 psi
Compressive strength (to nearest 10 psi): 4670 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2020