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Testing Report for 2015-09-25-3-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 04235624
EFIS: 0400000678
Project ID: 209187
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL,SM-101-52.0/52.6,0.0/0.6
Work Description: BRIDGE REPLACEMENT
Location Description: SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fernando Abela
Structure Rep.: Yannaing Tun

Sample Information

DIME Sample ID: 2015-09-25-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Summit Associates
Sample Organization Contact: 208-908-3498
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 9/25/2015
Date that the sample was received by the laboratory/organization performing the testing: 9/28/2015
The quantity of what the sample constitutes: One Day of Concrete Pour
A brief description of the sample: Concrete aggregates 3/4 inch coarse and sand
From where was the sample collected: Source
Laboratory sample identification: 150169
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Central Concrete Redwood City Plant

Material Information

Source Identification (SMARA or name of Pit): 150169
The fabricator's/manufacturer's product name for the sample: C33 Fine Agg C33 67 Coarse Agg
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Belt cut of Coarse and Fine Aggregate at Source
Where the material sample would have been placed if not sampled: Pier 4 Wall
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2015-09-25-3-4
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Date Tested: 10/2/2015
Verified Date: 10/7/2015
Submitted By Organization: Summit Associates
Organization Address: 2300 Clayton Road, Suite 1380,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: Kittric.guest@summitcm.com
Organization Phone: 208-908-3498
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 72 %
Cumulative percent passing the 3/8 in. sieve: 43 %
Cumulative percent passing the #4 sieve: 8 %
Cumulative percent passing the #8 sieve: 1 %