Summary for Test 2022-09-08-21-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 993847
DEA: 081M8604
EFIS: 0822000056
DIST-CO-RTE-PM08-SBD-15-180.2/186.2
Award Date06/23/2022
Closeout Date12/12/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionSAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE
QA Service Level1 (Verified on 12/05/2022)

Sample Information

Sample Taken Date09/08/2022 Sample Unique Key21
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 testing09/09/2022
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byDerek Last name of sampler or witnessed byNguyen
Title of samplerAss Stur Rep Telephone number of sampler
Laboratory sample identification1046-01 Linked DIME Sample ID2022-09-08-21
The fabricator/manufacturer/facility nameLas Vegs Paving Company-Las Vegas Transportation Laboratory (TL) Number01
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberP40F023
The truck number from where the sample was collected1 The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete Barrier Type 505D Footing Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-09-08-21
DIME Test ID: 2022-09-08-21-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-10-06

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 10/06/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 63380 lb
Maximum load on cylinder 2: 63820 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength of cylinder 1: 5042.2 psi
Compressive strength of cylinder 2: 5077.2 psi
Compressive strength (to nearest 10 psi): 5060 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/6/2022